Atch 02_Statement of Work.pdf

RKMF 10‐0108 & RKMF 10‐0109

RPR Muns Trailer Maint. Fac., Bldg. 10304 & 10305 Solicitation FA4861‐10‐R‐A016

STATEMENT OF WORK

FOR

BASE BID

RKMF 10-0108 -- REPAIR Munitions Trailer Facility, Bldg 10304 and

OPTION #1

RKMF 10-0109 – REPAIR MUNITIONS TRAILER FACILITY, BLDG 10305

NELLIS AIR FORCE BASE, NEVADA

OFFICE OF THE BASE CIVIL ENGINEER

(JUNE 25, 2010)

SPECIFICATION INDEX

(25 JUN 2010)

SPECIFICATION INDEX

DIVISION 1 GENERAL REQUIREMENTS DATED PAGES

Cover Sheet 25-JUN-2010 1

Specification Index 25-JUN-2010 2

01010 Summary of Work 25-JUN-2010 01010-3 – 01010-36

01300 Submittals and Substitutions, 25-JUN-2010 01300-1 – 01300-5

01300 RKMF 10-0108, Bldg 10304 (BASE BID) AF Form 66, Schedule of Material Submittals

25-JUN-2010 01300-6 – 01300-9

01300 RKMF 10-0109, Bldg 10305 (OPTION #1)

AF Form 66, Schedule of Material Submittals

25-JUN-2010 01300-10 – 01300-12

Summary of Work 01010‐1

(25 JUNE 2010)

SECTION 01010

SUMMARY OF WORK

1. PART 1 – GENERAL

1.1 SUMMARY

Description: Contractor shall furnish all design, labor, equipment, material, manufactured articles, transportation, supervision, and all else necessary to perform all operations in connection with successfully completing the project RKMF 10-0108, Repair Munitions Trailer Maintenance Facility, Bldg. 10304, and RKMF 10-0109, Repair Munitions Trailer Maintenance Facility, Bldg 10305, as specified herein, as required per attached specifications and referenced documents, and as shown on attached project drawings.

1.1.1 Definitions:

1.1.1.1 Contracting Officer: The Contractor shall be responsible for providing complete and usable facilities upon the completion of work. Henceforth, the term Contracting Officer refers to the Contracting Officer or his/her designated representative, and the term Contractor refers to the general contractor. The general contractor is responsible for all subcontractors, suppliers, and consultants under his employ.

1.1.1.2 Contracting Officer’s Representative: The Base Civil Engineer or his authorized representative is designated as the Contracting Officer's Representative (COR) (Construction Manager), for the purpose of technical surveillance and evaluation of the work performed under this contract. This designation in no way authorizes anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

1.2 LOCATION: The project sites are located at Nellis AFB, Nevada.

1.2.1 Nellis Air Force Base (NAFB) is located approximately nine (9) miles north of downtown Las Vegas on Highway U.S-93 (Las Vegas Blvd). NAFB consists of three main areas: the Main Base, Area II, and Area III. The specific project locations are indicated on drawings accompanying each task order issued against this contract.

1.3 DESCRIPTION OF WORK: BASE BID, PROJECT RKMF 10-0108,

Bldg 10304

1.3.1 SCOPE OF WORK: The scope shall include, but not be limited to the following descriptions.

1.3.2 Work shall consist of furnishing all labor, supplies, materials, supervision, transportation, equipment, and any additional requirements to perform, design and construct/renovate existing building 10304 into new Munitions Trailer Maintenance Facility.

Summary of Work 01010‐2

Install a five hundred (500) gallon oil-water separator and connect to the existing sanitary.

Install four new electrical roll-up doors sewer system. Install a sloped-box trench running through bays 1-4 and connecting to the oil-water separator. Install an air compressor system for all four bays. Install new fire alarm and suppression system with new riser to match base standards. Renovate office and storage spaces. Provide new showers system in room (formally storage room) adjacent to existing office along northern portion of bldg. 10304. Convert existing tool room into a support room. Provide a new covered wash station on the north side of bldg. 10304.

1.3.3 EXISTING CONDITIONS WORK (DEMOLITION)

1.3.3.1 Contractor shall remove portion of concrete driveway on the east and west side of bldg. 10304 to allow for new ramp where new rollup doors and bollards will be installed.

1.3.3.2 Contractor shall remove and provide supports for portion of the exterior masonry walls along the east and west side of bldg. 10304 for the installation of four new rollup doors and accessories.

1.3.3.3 Contractor shall saw cut and remove approximately 640 square feet of concrete floor to allow for installation of a sloped boxed trench drain system in bays 1-4 and connect to the proposed oil/water separator tank north of bldg. 10304.

1.3.3.4 Contractor shall remove and upgrade the entire fire suppression system servicing Bldg 10304.

1.3.3.5 Contractor shall upgrade HVAC and electrical systems as required.

1.3.3.6 Contractor shall remove two (2) sets of interior double doors, frames, and hardware. Remove one interior personnel door, frame, and hardware in bay area next to mechanical room. See attached drawing.

1.3.3.7 Contractor shall remove approximately 50 feet by 20 feet existing wall space to create open bay #3. See attached drawing.

1.3.3.8 Contractor shall remove and replace approximately 50feet by 35 feet of 2’ x 2’ of acoustical tile ceiling in main office area. See attached drawing.

1.3.3.9 Contractor shall remove all lighting fixtures in main office area and tool room and library office. See attached drawing.

1.3.3.10 Contractor shall remove all light fixtures in all work bays.

1.3.3.11 Contractor shall remove and upgrade existing fire alarm panel wiring and conduits and pull stations, etc. throughout entire facility.

Summary of Work 01010‐3

1.3.3.12 Contractor shall remove approximately 30 feet by 6 feet of drop ceiling over both rollup doors in bay #4 to allow for proper rollup door operations. See drawing.

1.3.3.13 Contractor shall remove exterior concrete pavement and excavate sub grade material for the installation of the oil/water separator system along the north side of bldg.

10304. See drawing for location.

1.3.4 EARTH WORK/CONCRETE PAVEMENT/SURFACE WORK

1.3.4.1 Contractor shall prepare existing concrete driveway on the north side of bldg.

10304 for new covered wash station and oil/water separator in accordance to manufacturer’s recommendations.

1.3.4.2 Contractor shall place concrete driveway to allow for ramp access approach to the four (4) new rollup doors. Provide two (2) - 3” diameter bollards at each roll up door location as required. Provide concrete mix design and perform compaction tests in accordance with local codes.

1.3.4.3 Contractor shall install a six inch wide extra heavy duty sloped drain system, DIN 19580, Class C – 56,000 lbs. for commercial pneumatic tires traffic patterns, forklifts and tractor trailers. Contractor shall comprise but not limited to bolted heavy duty trench grates assembly using bolts and specified lock washers. Provide grate bolts secured in the grate and tightened to the locking bar installed in the channel. Contractor shall place 3000 PSI concrete for the new trench drain system inside of bldg. 10304 as required. Provide concrete mix design.

1.3.5 OPENINGS

1.3.5.1 Contractor shall provide new 36” x 72” double doors with vision lites, finish hardware, and locking devices as required. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements. See plan for locations.

1.3.5.2 Contractor shall provide new 36” x 72” single doors with finish hardware and locking devices as required. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements. See plan for locations.

1.3.5.3 Contractor shall provide new 36” x 72” sliding service windows and countertop with finish hardware and locking devices as required. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements. See plan for locations.

1.3.6 FINISHES

1.3.6.1 Contractor shall place an epoxy non-slip seal coating material per manufacturer’s recommendations on the existing concrete floor in bldg 10304. Color to be selected by government.

Summary of Work 01010‐4

1.3.6.2 Contractor shall repair and replace existing walls and gypsum drywall material to match existing walls as required.

1.3.6.3 Contractor shall provide new 20 gauge metal stud walls system complete at 16” O.C. for support room and in other locations if required after review of existing stud wall system with government representative.

1.3.6.4 Contractor shall provide new 2’ x 2’ lay-in acoustical ceiling tile system complete in offices and support areas as required. Contractor shall match existing acoustical tile finishes and submit samples for government approval as required.

1.3.7 ROLL-UP DOORS

1.3.7.1 Contractor shall install four (4) new 12’ x 10’ electrical industrial grade roll-up doors with manual override capabilities. The rollup doors shall comprise of but not limited to 3” replaceable standard 22 gauge steel slats; cast steel endlocks standard with reduced friction and noise capabilities; structural steel 3-piece angle guides with durable epoxy paint; structural steel 2-angle bottom bar with integral reinforcement that includes two part posi-lock door stops;

20 gauge hex-shaped hood assembly baked enamel finish with factory pre-stretched and pre-lubricated springs. Roll up doors shall be designed with gear reduced standard drive chain hoist and wall mounted ½ HP, 115V, single phase electric motor operator with keypad entry devices wired into the operator. Contractor shall provide bulb type astragals for sealing at irregular floors as required. Roll up doors shall be installed by a qualified door installer.

1.3.8 SPECIALTIES

1.3.8.1 Contractor shall provide and install new drive through wash station with shade structure along the north side of bldg. 10304. Wash station shall comprise but not limited to a minimum of 18’ x 42’; non skid smooth surface with no trip hazards, low angle ramps at both entrance and exit; 90-ton capacity; dry-deck design; hot water pressure hoses with flush wall mounted reels; foam guns and hoses with flush wall mounted reels; water cannon hoses with flush wall mounted reels; 6’ high galvanized over spray walls on both sides; and push button controls in NEMA 4 enclosures. Contractor shall provide new shade structure sized to cover the wash pad and allow for maximum overhead clearance of equipment. Shade structure shall be pre-approved by the government. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements.

1.3.8.2 Contractor shall provide and install a five hundred (500) gallon parallel corrugated plate gravity displacement oil/water separator. The separator shall be designed for gravity separation of free oils (hydrocarbons and other petroleum products) along with settable solids from wastewater. The source of influent shall be gravity flow from the trench drain system. The oil/water separator capacities, dimensions, construction, and thickness shall be in strict accordance with UL safety guidelines (UL-58, UL-1746, and UL 2215); NFPA 30; and Steel Tank Institute (STI-P3). The separator shall have the structural strength to withstand static and dynamic hydraulic loading while empty and during operating conditions. The separator shall consist of, but not limited to, inlet and outlet connections, non-clogging flow

Summary of Work 01010‐5 distributor and energy dissipater, stationary under flow baffles, presettling chamber for solids, sludge baffles, oil coalescing chamber with parallel corrugated steel plate coalescer, sectionalized removable polypropylene impingement coalescer to optimize separation of free oil from water, effluent downcomer positioned to prevent discharge of free oil that has been separated from water, access to each chamber, fittings for vent, oil pump-out, sampling, gauging, leak detection, and lifting lugs. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements.

1.3.9 PLUMBING WORK

1.3.9.1 Contractor shall install necessary new plumbing systems required for new wash station, hand washing stations, and eye washing stations in accordance with manufacturer’s requirements. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements.

1.3.9.2 Contractor shall install new showers and accessories in new shower room near existing office along the northern portion of bldg. 10304. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements.

1.3.10 MECHANICAL WORK

1.3.10.1 Contractor shall install necessary new mechanical systems required for offices and support room as required. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements.

1.3.10.2 Contractor shall install new air compressor and new overhead and wall mounted air drops in accordance with manufacturers’ recommendations. Air compressors shall comprise but not limited to a minimum of 60 gallon tank that is ASME certified, 5 HP electric motor, 120/240V power supply, auto start/stop controls with pressure unloader set at 105-125 PSI (single stage) or 145-175 PSI (two stage). The air compressor shall serve eight (8) overhead air drops (2 per bay) and ten (10) wall mounted air drops. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements. See drawing for locations.

1.3.11 FIRE SUPPRESSION WORK

1.3.11.1 Contractor shall upgrade the entire fire protection system in accordance with base and local code requirements. Provide all materials and equipment and perform all labor required to design and install a complete fire protection system from the water main connection and throughout the building, in accordance with this specification, NFPA 13, Factory Mutual and NAFB Fire Department regulations.

1.3.11.2 Contractor shall upgrade the entire fire alarm system in accordance with base and local code requirements. Contractor shall furnish, install, connect and test the intelligent reporting fire alarm equipment required to form a complete, operative, coordinated system. It shall include, but not be limited to, alarm initiating devices, alarm notification appliances, Fire

Summary of Work 01010‐6

Alarm Control Panel (FACP), auxiliary control devices, annunciators, as required. The fire alarm system shall comply with requirements of NFPA Standard 72 for Protected Premises Signaling Systems. The system shall be electrically supervised and monitor the integrity of all conductors.

1.3.11.3 Contractor shall perform the testing on all fire suppression and alarm systems equipment installed in accordance with local codes. Contractor shall schedule with government Project Manager prior to the start of each test.

1.3.12 ELECTRICAL SYSTEMS

1.3.12.1 Contractor shall provide a new lighting system throughout the bldg. using four

(4) foot, 32-watt, T-8 fluorescent lamps and ballast as required. Energy-efficiency specifications based on performance characteristics relating to 4’ T8 lamp with a not-to-exceed nominal wattage of 32W. The lamps and ballast must be tested in accordance with the appropriate IESNA and ANSI reference standards, and must meet OSHA/NRTL and UL safety guidelines. These lamps should be applied in accordance with national best practices in lighting design such as (1) IESNA Recommended Practices and (2) Lighting power densities prescribed by local and state building codes.

1.4 DESCRIPTION OF WORK: OPTION #1 – PROJECT RKMF 10-0109,

Bldg 10305

1.4.1 SCOPE OF WORK: The scope shall include, but not be limited to the following descriptions.

1.4.1.1 Work shall consist of furnishing all labor, supplies, materials, supervision, transportation, equipment, and any additional requirements to perform, design and construct/renovate existing building 10305 into new Munitions Trailer Maintenance Facility.

Project includes installing two (2) electrical rollup doors with manual override and two bollards per door; install new blast room and paint booth; upgrade walls and finishes in existing Clean Room as required; install new lighting in entire bay; seal existing floor w/ non slip coating material; and upgrade fire alarm and suppression system.

1.4.1.2 EXISTING CONDITIONS WORK (DEMOLITION)

1.4.1.2.1 Contractor shall remove and refinish walls and electrical systems in the existing clean room as required.

1.4.1.2.2 Contractor shall remove portion of concrete driveway on the north and south side of bldg. 10305 to allow for new ramp where new rollup doors and bollards will be installed.

1.4.1.2.3 Contractor shall remove and provide supports for portion of the exterior masonry walls along the north and south side of bldg. 10305 for the installation of the rollup doors and accessories.

Summary of Work 01010‐7

1.4.1.2.4 Contractor shall remove existing lighting system inside of bldg 10305 to allow for installation of new low energy lighting system.

1.4.1.2.5 Contractor shall remove and upgrade the entire fire suppression system servicing Bldg 10305.

1.4.1.2.6 Contractor shall upgrade HVAC and electrical systems to support new blast room and paint booth as required.

1.4.1.3 CONCRETE PAVEMENT/SURFACE WORK

1.4.1.3.1 Contractor shall refinish existing walls in the clean room as required. Contractor shall provide 20 gauge metal stud walls at 16” O.C. if required after review of stud wall system with government representative.

1.4.1.3.2 Contractor shall place portion of concrete driveway to allow for ramp access approach to the two (2) new rollup doors. Provide two (2) - 3” diameter bollards at each roll up door location as required. Provide concrete mix design and perform compaction tests in accordance with local codes.

1.4.1.3.3 Contractor shall place an epoxy non-slip seal coating material on the existing concrete floor in bldg 10305. Color to be selected by government. The floor or surface applying should be dry, clean and free of oil, wax, dirt, loose paint and/or other contaminants.

1.4.1.4 ROLL-UP DOORS

1.4.1.4.1 Contractor shall install two (2) new 12’ x 10’ electrical roll-up doors with manual override capabilities. The rollup doors shall comprise of but not limited to 3” replaceable standard 22 gauge steel slats; cast steel endlocks standard with reduced friction and noise capabilities; structural steel 3-piece angle guides with durable epoxy paint; structural steel 2-angle bottom bar with integral reinforcement that includes two part posi-lock door stops; 20 gauge hex-shaped hood assembly baked enamel finish with factory pre-stretched and pre-lubricated springs. Roll up doors shall be designed with gear reduced standard drive chain hoist and wall mounted ½ HP, 115V, single phase electric motor operator with keypad entry devices wired into the operator. Contractor shall provide bulb type astragals for sealing at irregular floors as required. Roll up doors shall be installed by a qualified door installer.

1.4.1.5 PLUMBING WORK

1.4.1.5.1 Contractor shall install necessary new plumbing systems required for new paint booth and blast room in accordance with manufacturer’s requirements. Provide all materials and equipment and perform all labor required in accordance with base and local code requirements.

1.4.1.6 MECHANICAL WORK

Summary of Work 01010‐8

1.4.1.6.1 Contractor shall install necessary new mechanical systems required for new paint booth and blast room in accordance with manufacturer’s requirements. Provide all materials and

1.4.1.7 FIRE SUPPRESSION WORK

1.4.1.7.1 Contractor shall upgrade the entire fire protection system in accordance with base and local code requirements. Provide all materials and equipment and perform all labor required to design and install a complete fire protection system from the water main connection and throughout the building, in accordance with this specification, NFPA 13, Factory Mutual and NAFB Fire Department regulations.

1.4.1.7.2 Contractor to provide fire protection system for the paint booth and blast room in accordance with base and local code requirements. Provide materials and equipment and labor per paragraph 1.3.7.1.

1.4.1.7.3 Contractor shall upgrade the entire fire alarm system in accordance with base and local code requirements. Contractor shall furnish, install, connect and test the intelligent reporting fire alarm equipment required to form a complete, operative, coordinated system. It shall include, but not be limited to, alarm initiating devices, alarm notification appliances, Fire Alarm Control Panel (FACP), auxiliary control devices, annunciators, as required. The fire alarm system shall comply with requirements of NFPA Standard 72 for Protected Premises Signaling Systems. The system shall be electrically supervised and monitor the integrity of all conductors.

1.4.1.7.4 Contractor shall provide fire alarm system for the paint booth and blast room in accordance with base and local code requirements. Provide materials and equipment and labor per paragraph 1.3.8.3.

1.4.1.7.5 Contractor shall perform the testing on all fire suppression and alarm systems equipment installed in accordance with local codes. Contractor shall schedule with Project Manager prior to the start of each test.

1.4.1.8 ELECTRICAL SYSTEMS

1.4.1.8.1 Contractor shall provide a new lighting system throughout the bldg. using four

(4) foot, 32-watt, T-8 fluorescent lamps and ballast as required. Energy-efficiency specifications based on performance characteristics relating to 4’ T8 lamp with a not-to-exceed nominal wattage of 32W. The lamps and ballast must be tested in accordance with the appropriate IESNA and ANSI reference standards, and must meet OSHA/NRTL and UL safety guidelines. These lamps should be applied in accordance with national best practices in lighting design such as (1) IESNA Recommended Practices and (2) Lighting power densities prescribed by local and state building codes.

Summary of Work 01010‐9

1.4.1.8.2 Contractor shall install necessary new electrical systems required for new paint booth and blast room in accordance with manufacturer’s requirements. Provide all materials and

1.4.1.9 PAINT SPRAY BOOTH/BLAST ROOM

1.4.1.9.1 Contractor shall provide installation, wiring, mechanical, plumbing, fire protection, and permits for a 16’ x 16’ x 34’ paint spray booth with cross-draft design. Paint booth shall comprise of but not limited to an exhaust fan with 5 HP motor operating at 25,000 SCFM at ½” static pressure; UL Listed Motor control panel with on/off switch; one set of UL, class 2 air intake and exhaust filters; a draft gauge; 48” 4-tube UL listed light fixtures; a full size double door entry; a personnel entry door; 18 gauge construction panels; all hardware, fasteners, sealants, and UL approved components. The paint booth shall allow for the air flow to be pulled in through the front product doors, across the painter and parts being sprayed, and then exhausted through the filter bank in the back wall of the booth. The filtered exhaust air shall be pulled through the exhaust plenum and discharged straight up and into the atmosphere through an exhaust stack. The spray booth must meet or exceed the requirements and recommendation of NFPA 33 and OSHA CFR 29.1910.107 covering the operation and construction of spray booths.

1.4.1.9.2 Contractor shall provide installation, wiring, mechanical, plumbing, fire protection, and permits for a 15’ x 12’ x 35’ multi-media blast room engineered to meet or exceed all specifications for conventional abrasive and plastic media capabilities. Blast room shall comprise of but not limited to 12 gauge steel walls, 14 gauge ceiling; brilliant ceiling lights safely separated from enclosed interior enable light changes; full size double doors for easy work-piece entry; a personnel entry door with window; OSHA approved interlocks on all doors stop blasting when doors is opened; blasting interlocks on ventilation blower and breathing CO level; recovery and reclaim blower interlocked to ventilation blower; NIOSH approved Operator blast helmet and breathing air hose; breathing air filters; carbon monoxide monitor, alarm, display meter and control panel with 3 status lights for breathing protection interlocked to stop blasting when activated; government approved respirator; control panel for room lighting, dust collector and recovery booster blowers, and status lights; low profile media recovery hopper, filtered air inlet; 60 degree bottoms on pressure vessels, floor hoppers and dust collectors for complete media discharge; visual level indicators in media storage hopper;

magnetic separator; fluidized bed in lower pressure vessel for smooth even media flow;

metering valves; full recovery and reclaim cyclone centrifuge and air wash system; continuous duty, high performance cartridge dust collector; high efficiency blower with motor; and solid state controller for automatic reverse pulse cleaning. The blast room must meet or exceed the requirements and recommendation of NFPA 33 and OSHA CFR 29.1910.107 covering the operation and construction of spray booths.

1.5 SITE VISIT: Contractors are urged to attend the site visit that will be scheduled by Base Contracting prior to the bid opening. (See Contract FAR Provision 52.236-27, Site Visit (Construction) and Clauses 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigation and Conditions Affecting the Work).

Summary of Work 01010‐10

1.6 SINGLE, PRIME CONTRACT: The work will be constructed under a single, prime contract.

1.7 PERFORMANCE PERIODS: 210 calendar days.

1.8 NOTICE TO PROCEED:

1.8.1 The performance period for the construction portion of this project is 210 calendar days after receipt of the Notice to Proceed (NTP). A separate NTP will be issued for each project at the beginning of the construction performance window, and if all necessary submittals have been approved by the Contracting Officer, the Contracting Officer shall initiate NTP to allow actual demolition/construction work to begin. If there is no design required, only one NTP will be issued for construction.

1.8.2 The performance period for the design segment of this project is 60 calendar days after receipt of the NTP. At the beginning of a project, after bonding has been submitted and approved, the Contracting Officer shall initiate a Notice to Proceed #1 (NTP1) so that the Contractor can perform design, initial material tests, get submittals approved, and mobilize equipment. This shall not occur until after the appropriate bonds have been received by the Contracting Officer after contract award.

1.8.3 The performance period for the construction portion of this project is 150 calendar days after receipt of the Notice to Proceed. At the beginning of the construction performance window, and if all necessary submittals have been approved by the Contracting Officer, the Contracting Officer shall initiate Notice to Proceed #2 (NTP2) to allow actual demolition/construction work to begin. If there is no design required, only one NTP will be issued for construction.

1.9 CODES & STANDARDS: All construction must be in compliance with the International Building Code (IBC) 2009 Edition, Department of Defense Unified Facilities Criteria Standards (UFC), all Public Laws (P.L.), Executive Orders (E.O.), Code of Federal Regulations (CFR), Department of Defense Instructions (DODI), Department of Defense Directives (DODD), and Clark County, State of Nevada, and Federal standards, codes, and laws or other higher authority documents as applicable. Any discrepancies between code or standards provisions and the contract documents shall immediately be brought to the Contracting Officer’s attention, and the more stringent requirements shall apply unless otherwise directed.

1.9.1 COMMUNICATIONS SPECIFICATIONS: The construction of the

communications system shall comply with the requirements stated in the following documents:

Section 271000 Building Telecommunications Cabling System; 38 EIG Handbook 33-01 Communications and Information FIRST FOUR HUNDRED FEET; Engineering Technical Letter (ETL) 02-12: Communications and Information System Criteria for Air Force Facilities;

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design; Comm Room Wiring Plan. All work under this section shall be performed by and all equipment shall be furnished and installed by a Building Industry Consulting Service International (BICSI)

Summary of Work 01010‐11 certified telecommunications contractor as described in paragraph 1.3 “Qualifications” of Section 271000. Any conflicts between standards must be brought to the Contracting Officer’s attention and will be resolved through the appropriate 99 CS Plans and Programs office.

1.9.2 OTHER STANDARDS: All project construction shall meet the requirements stated in the following documents: Nellis AFB Design Compatibility Guidelines; Unified Facilities Criteria (UFC) 3-600-01 Fire Protection Engineering for Facilities; UFC 4-021-01, Mass Notification Systems;

1.9.3 Contractors shall be responsible for obtaining copies of all items referenced in this paragraph. Department of Defense criteria can be retrieved at:

http://cbbs.spk.usace.army.mil.

1.10 WORKING HOURS: See Contract Clause F-101, Normal Hours of Work.

1.11 NELLIS AIR FORCE BASE ENTRY

1.11.1 Reference contract clause AFFARS 5352.242-9000, Contractor Access to Air Force Installations, for details on obtaining base access passes for contractor personnel.

1.11.2 Conformance with Regulations/Directives: The Contractor shall conform to base regulations and directives pertaining to security, safety, traffic, fire and personnel clearances, insofar as they pertain to the Contractor's activities as directed by the Contracting Officer.

1.11.3 Enhanced Security Measures: During elevated force protection levels there may be increased security and more restricted access to Nellis AFB.

1.11.4 Additional Information: The following procedures and requirements for construction contractors requiring access, if followed, will assist in reducing delays in gaining access to work areas.

1.11.4.1 At Nellis AFB, construction contractors may access the base through the Main Gate, Tyndall Gate, Range Road Gate, and Area II Gate. However, all commercial vehicles and vehicles larger than pickup trucks will be required to access the base through the Area II gate only (or Range Road Gate for Area III access); the turnoff to the Area II gate is across from the racetrack on Las Vegas Blvd approximately 3 miles north of the Main Gate.

1.11.4.2 Upon arrival at a gate, all vehicle occupants will be required to show identification. A pictured identification such as a driver’s license will be required. The person will be required to identify himself/herself and the firm he/she works for and the information will be verified against the Entry Authority List (EAL) and may then proceed to obtain their long term pass.

1.11.4.3 Personnel cannot show up at the gate without prior notification for access and expect to gain access. Verbal access cannot be provided.

Summary of Work 01010‐12

1.11.4.4 Each employee and their vehicle may be subjected to search before entry. Each employee will be expected to comply with all directions provided by security personnel at the access gates. Failure to fully comply with directions provided by security personnel will result in access being denied. Before attempting access, ensure there are no weapons or other prohibited items in the vehicle as they will be confiscated if found. Further, no practical jokes or wise remarks will be tolerated. Security of Nellis AFB is treated as serious business and full cooperation is required.

1.11.4.5 Once access to the base has been granted, each contractor employee will be expected to proceed to the work site and not go to other facilities except in the performance of their work. Access to the flightline can only be allowed through additional authorization.

1.11.4.6 Expect some delays in gaining access to the base especially between the hours of 6:30 AM to 8:00 AM due to heavy traffic.

1.11.4.7 Gate Hours: Gate hours are subject to change by the Government at any time due to military activities. Contractor shall be responsible for coordinating with the Contracting Officer for base access.

1.11.5 Unauthorized Activity: The contractor shall inform all personnel working under his/her jurisdiction (including subcontractor and supplier personnel) that access to areas outside of the immediate work area (excluding cafeterias and restrooms near the work site, direct haul and access routes, Contracting and Civil Engineering offices, and points of supply and storage) is prohibited. Circulation of said personnel will be limited to official business only. Persons engaged in unauthorized reconnaissance of other contractor or government activity will be referred to the Contracting Officer for disposition. Infractions involving possible compromise of national security will be turned over to the FBI for disposition.

1.11.6 BASE REGULATIONS: Contractor employees and visitors are subject to the same restrictions as government personnel.

1.11.6.1 Smoking: Smoking is permitted in designated, outside smoking areas only.

No smoking will be allowed within any base facility.

1.11.6.2 Seatbelts: The use of seatbelts by all vehicle operators and passengers is mandatory on Nellis AFB and in the state of Nevada. On Nellis AFB, vehicle operators and passengers caught not wearing their seatbelt will be issued a traffic citation and may lose their on-base driving privileges.

1.11.6.3 Firearms/Illegal Drugs: No firearms or illegal drugs are allowed to be brought onto Nellis AFB. By accepting a vehicle pass, each person gives their consent to a search of their vehicle while it is entering, on, or leaving Nellis AFB.

1.11.6.4 Speed Limit: The speed limit on base is 25 MPH; in base housing areas and flightline it is 15 MPH; and in parking lots it is 5 MPH.

Summary of Work 01010‐13

1.11.6.5 Cell Phones: Use of non-hands-free cell phones while driving on an AF installation is prohibited.

1.11.6.6 Parking: Contractor vehicles and equipment will be parked in common parking areas or as otherwise approved in writing by the Contracting Officer.

1.11.6.7 FAA Notification: Contractor will submit the required FAA Form 7460-1 to the FAA via https://oeaaa.faa.gov/oeaaa/external/portal.jsp for all new construction, work on the exterior of existing facilities, and all crane usage. Contractor will follow any and all requirements dictated by the FAA or Nellis AFB Airfield Operations personnel in response to the FAA Form 7460-1 submittal.

1.12 COORDINATING AND SCHEDULING

1.12.1 Work Coordination: In order for the work to progress smoothly and cause minimal difficulties, it will be necessary for the contractor, construction inspector, project engineer, and Contracting Officer to maintain close and active coordination. At all times, the Contractor shall keep the Government informed of when and what work will be accomplished.

All work schedules will be coordinated with the appropriate representatives of the Contracting and Technical offices.

1.12.1.1 All work shall be programmed and accomplished in such a manner that causes minimum inconvenience to the government.

1.12.1.2 At least two (2) calendar days prior to testing or closing hidden work, the Contractor shall identify such work and notify the Contracting Officer and Technical Representative when it will be accomplished. If proper inspections are not accomplished as a result of such lack of notification, the Contractor bears the risk of possibly removing completed work and reaccomplishing such uninspected work at no cost to the government.

1.12.2 Progress Schedule: The schedule contemplated by contract clause FAR 52.236- 15, Schedules for Construction Contracts, shall be accomplished on and in accordance with the instructions pertaining to AF Form 3064 (AF3064), Contract Progress Schedule, and as specified herein.

1.12.2.1 Work percentages shall be plotted weekly, from Saturday through Friday, beginning with the date of receipt of the Notice to Proceed (NTP) through the contract completion date. Once approved, schedules will not be changed without Contracting Officer direction and/or approval.

1.12.2.2 The Work Elements, column B on the AF3064, shall be limited to 11 items and shall begin with the appropriate Bond cost and Design price (if applicable) as item #1.

Thereafter, each element shall be identified by the applicable, major element of work (e.g., Site

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Work, Concrete, Electrical, etc.). The last element will be titled “Close-Out” and will equal 10% of the project.

1.12.2.3 The percentage of each listed work element of the job shall be shown opposite each major work element in Column C of the Contract Progress Schedule and may be expressed in whole numbers or may be carried out to two (2) decimals.

1.12.2.4 In order to assist in evaluating the AF3064, as well as the progress of construction, the contractor shall supplement the AF3064 with a Schedule of Values worksheet which will identify each sub-element of work along with its dollar and percentage values of the project work. A "network analysis system" may be used to supplement the proposed progress schedule.

1.12.2.5 High dollar value material items may be submitted for payment prior to installation in conformance with Contract FAR Clause 52.232-5, Payments Under Fixed-Price Construction Contracts, and G-804, Payment For High Value Material Items. Such items must be clearly and separately identified in the Schedule of Values (either as a major or sub-element of work) specified in the approved AF3064.

1.12.3 Progress Reports: The report contemplated by contract clause FAR 52.236-15, Schedules for Construction Contracts, shall be accomplished on and in accordance with the instructions pertaining to AF Form 3065 (AF3065), Contract Progress Report, and as specified herein.

1.12.3.1 Progress Reports shall be submitted weekly by close of business on the Monday following completion of the previous rating period.

1.12.3.2 Whenever the cumulative percentage of the work is 5% or more below the scheduled percentage, the Progress Report shall be accompanied by a letter of explanation for the delay and a plan detailing how the contractor intends to get back on schedule.

1.12.3.3 Each AF3065 shall be reviewed by the COR for accuracy. Payment shall be authorized based on the Contracting Officer’s determination of percentage complete as reflected on the approved AF3065.

1.13 SUBMITTALS

1.13.1 AF Form 66 (AF66), Schedule of Material Submittals:

1.13.1.1 If an AF66 listing required submittal items was included with the project documents: Within 10 calendar days after receipt of the Notice to Proceed (NTP) with construction, the Contractor shall identify a not later than “required submission date” for each item specified on this form. Contractor shall ensure the specified dates provide adequate time to process the requirement and allows sufficient order/receipt time prior to the projected installation date.

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1.13.1.2 If an AF66 is required to be developed with the design documents for the project:

The contractor shall develop and provide the AF66 within the timeframes specified. Required submission of the material items listed shall be identified as NTP + XX calendar days.

Contractor shall ensure the specified dates provide adequate time to process the requirement and allows sufficient order/receipt time prior to the projected installation date.

1.13.2 AF Form 3000 (AF3000), Material Approval Submittal:

1.13.3 Each submittal shall be transmitted under an AF3000 and shall be prepared in accordance with the Instructions on the reverse of the form and in Section 01300, Submittals.

1.13.3.1.1 Variance from contract requirements: Whenever materials or drawings are required to be submitted by the Contractor for approval, and the material or drawings submitted are at variance with the specifications or Government drawings, but are approved by the Contracting Officer inadvertently and without consciousness of the variance, then the approval shall not be final unless the Contractor expressly noted on the submittal that "This material or drawing varies from specifications in the following aspects."

1.13.4 Estimated Line Items/Daily Quantity Sheet (DQS) Certification:

1.13.4.1 When payment is paid based on actual quantities used, the contractor shall submit a daily running total of all such work completed. Submittals shall be in the format similar to that proscribed by Attachment #4 to the solicitation and may be supplemented with delivery tickets, waybills, worksheets, etc.

1.13.4.2 The forms shall be completed for each workday of the performance period, even if no work was accomplished, and shall be submitted daily to the project inspector for verification and forwarding to the Contracting Officer.

1.13.4.3 Payment of unit priced items will be made based on quantities that have been verified and accepted by the Government. At no time may the total used exceed the maximum total authorized for each item.

1.14 GOVERNMENT-FURNISHED-PROPERTY (GFP): Government Furnished Property (GFP) includes both Government-Furnished-Material (GFM) and Government- Furnished Equipment (GFE) and is defined as material or equipment owned by the Air Force that is being furnished to the Contractor to be used in the execution of the contract. If authorized and provided under the contract:

1.14.1 Inventory: GFP shall be inventoried jointly by the Contracting Officer and the Contractor to document the condition, quantity, etc. prior to exchange.

1.14.2 Responsibility: Once the Contractor takes possession, GFP becomes the Contractor’s responsibility and they will be held liable for loss, damage, destruction, or theft of

GFP.

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1.14.3 Return: GFE shall be promptly returned to the government upon completion of the activity.

1.14.4 Excess: All excess GFM (i.e., property that may be consumed or expended during the performance of a contract) shall be returned to the government, unless otherwise noted in the contract documents.

1.15 HAUL ROUTE

1.15.1 Specified Haul Route: The Contractor shall follow specified haul routes for this project, unless otherwise directed. The Contractor may make changes to the route only with the prior approval of the Contracting Officer at no additional cost to the Government. The Contractor shall restore the area to its original condition at the end of the contract period unless specific, written approval has been granted by the Contracting Officer.

1.15.2 Haul Route Cleanup: Refer to paragraph “Cleanup”.

1.16 MATERIAL STORAGE

1.16.1 Storage Area: Unless otherwise indicated, no on-base storage facilities are available for contractor owned supplies, tools, materials or equipment. Buildings and structures which are part of the contract may be used for storage providing the space is not required for government occupancy and the contractor accepts full responsibility for the material stored therein. The Contractor shall be responsible from protecting all construction materials from weather damage.

1.16.2 Storage Site: the Contracting Officer shall designate a storage site for contractor-owned supplies, tools, materials, and/or equipment in close proximity to the jobsite.

All job equipment and material not in use, but to be installed in or used on the project by the Contractor may only be stored in this area. Security for the equipment and material storage shall be by the Contractor at his risk. Contractor shall install and maintain temporary fencing around storage area. Fence shall be a minimum of 6 feet high and have tan screening material so visibility through fence is obstructed. Fence shall be of sufficient strength to withstand imposed wind loads, shall remain in place for the duration of the contract, and be removed at the end of the contract at the contractor’s expense. Site shall be returned to its original condition.

1.17 UTILITIES SERVICES

1.17.1 Water and Electricity: In accordance with Contract FAR Clause 52.236-14, Availability y and Use of Utility Services, all reasonable amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. Normal quantities of electricity and water necessary to make final tests of completely installed systems will be furnished by the Government. With prior coordination with the Contracting Officer, the Contractor shall be given access to water hydrants to obtain

Summary of Work 01010‐17 water for construction activities. The Contractor shall provide and install a double back flow preventer with meter to all water hydrants made available to them for project use.

1.17.2 Telephone: Commercial telephone lines are not available to the contractor.

Separate communication arrangements must be made by the Contractor as necessary.

1.17.3 Temporary Utility Connections: The Contractor shall, at his own expense, make all temporary connections and install distribution lines. The Contractor shall furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. All temporary lines shall be maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed and the area restored to its original (or better) condition by the Contractor prior to final acceptance of the construction. The point of connection shall be coordinated with the Government technical representative prior to connection. If additional outlets are needed they will be provided at the Contractor's expense.

1.18 EMERGENCY MEDICAL TREATMENT: The Mike O’Callaghan Federal Hospital (MOFH) will provide emergency medical treatment to employees of the Contractor for injuries incurred while working at Nellis AFB NV. The Contractor will be required to reimburse the Government at an established rate for non-beneficiaries in accordance with DoD Regulation 6010.15. After receiving initial emergency treatment, the Contractor will provide the hospital with the name of a physician and/or hospital to which injured personnel can be transferred for further treatment and care. Follow-on care after initial emergency treatment will not be provided. There are very limited medical services available at Creech AFB and on the

NTTR.

1.19 SECURITY:

1.19.1 Physical Security: The Contractor shall provide physical security for the materials and work under his control, and shall immediately notify the Contracting Officer when equipment, material or work area is damaged.

1.19.2 Security Personnel: If the Contractor elects to provide security personnel, Contractor security personnel will not carry weapons on base (including MACE and night sticks). It is the responsibility of the Contractor to notify security police, through the Contracting Officer, of security personnel who will be in the area.

1.19.3 Communications: In accordance with Air Force Instruction 33-211, all communications with DoD organizations are subject to communications security (COMSEC) review. Contractor personnel will be aware telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. The DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DoD organizations. Therefore, civilian contractor personnel are advised any time they place a call to, or receive a call from, a USAF organization, they are subject to COMSEC procedures. The contractor will assume the

Summary of Work 01010‐18 responsibility for ensuring wide and frequent dissemination of the above information to all employees.

1.20 SAFETY AND ACCIDENT PREVENTION

1.20.1 General: Compliance with the current U.S. Army Corps of Engineers "Safety and Health Requirements Manual", EM 385-1-1; Occupational Safety and Health Act (OSHA) Public Law 1910 and 1926; Air Force Occupational Safety and Health (AFOSH) standards, and current Nellis AFB safety regulations is mandatory. The prime Contractor shall be held responsible to insure that his/her workforce and any subcontractor or supplier workforce comply to the above safety requirements.

1.20.2 Personnel Safety: Adequate protection of all persons shall be provided at all times. Work shall proceed in a manner to prevent hazard.

1.20.3 Temporary Barriers: Contractor shall install and maintain temporary barriers around construction work areas to prevent unauthorized personnel from area.

1.20.4 Road Closures/Lane Restrictions: The Contractor shall be responsible for submitting a closure/lane restriction plan to contracting for approval at least 30 days in advance of any anticipated closure/restriction. All road closures and/or lane restrictions need to be properly advertised to base personnel and retirees which requires three weeks notice to be placed in the necessary publications. The Contractor shall be responsible for providing and placing all barricades, lighting, closure markers and safety devices during any a road work.

1.20.5 Safety Briefings: Contractors operating on base will be responsible to brief and ensure their employees, subcontractors, and suppliers comply with all traffic rules and regulations as well as entry procedures.

1.20.6 Security Police: All instructions given by Security Police personnel will be complied with immediately. All on-base traffic rules are contained in Air Force Instruction (AFI) 31-204, Motor Vehicle Traffic Supervision.

1.20.7 Equipment and Tools: Equipment to be used on the project shall be safe and in good operating condition. The Contracting Officer reserves the right to inspect any on-base equipment and reject such equipment if he considers it unsafe, in poor operating condition, or inappropriate for work.

1.20.8 Explosive Operated Hand Tools: The Contractor shall comply with OSHA (Occupational Safety and Health Act) Standard 1910.215(c) when utilizing explosive operated hand tools.