Attachment_1-AMC-20007-7J_Statement_of_Work,_15_August_2018,_87_pages.pdf

Statement of Work Revision 2 AMC-20007-7J, 20008, 20009, 20010, and 20011 Aug 2018 Renovate Earth Covered Magazines Page 1 of 14

STATEMENT OF WORK

AMC-20007-7J, 20008, 20009, 20010, and 20011

Bldgs. 1919 – 1923 and Bldgs. 1925- 1928 Renovate Earth Covered Magazines

12 JUNE 2018

Revised 15 Aug 2018

1. GENERAL: Provide all materials, labor, and equipment to complete the renovations necessary per this statement of objectives and the construction documents attached/enclosed.

The Earth Covered Magazines (ECM) are approximately 60 years old and their condition has begun to degrade to the point of failure. The doors are to be removed and repaired. The ventilators are to be repaired in place. The current exterior lighting is inadequate and out of current specifications for the safe storage of explosive materials and need to be replaced and brought up to code. Interior lighting appears to be adequate except one magazine currently does not have lights inside and will get lights under this project. Secondary power will be provided, in part, to the east row of ECMs. A third mast will be added at each ECM to the existing lightning protection systems.

1.1. Referenced Codes & Standards:

UFC 1-200-01 DoD Building Code UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting Systems and Controls UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-575-01 Lightning and Static Electricity Protection Systems UFC 4-420-01 Ammunition & Explosives Storage Magazines NFPA 70 National Electrical Code NFPA 780 Standard for the Installation of Lightning Protection Systems AR 190-11 Physical Security of Arms, Ammunition, and Explosives DA Pamphlet 385-64 Ammunition & Explosives Safety Standards DoD Manual 6055.09-M-V2 DoD Ammunition and Explosives Safety Standards:

Explosives Safety Construction Criteria

2. PROJECT REQUIREMENTS:

2.1. ECM Door Refurbishment:

2.1.1. Remove all doors from ECMs and remove all existing paint from all metal surfaces. Paint has already been tested and is positive for lead base. All Environmental rules and regulations for the removal and disposal of lead based paints shall be adhered to, including TCLP and submittals on shipping and disposal.

2.1.2. All metal surfaces shall be prepped to “white-metal” conditions per SSPC SP-5, White Metal Blast Cleaning.

2.1.3. Contractor shall take precautions to prevent disturbance of existing Asbestos

Containing Material (ACM) inside door.

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2.1.4. Repair damaged components as shown on drawings. Any variations from existing construction and drawings shall be submitted to Government for review and approval before any modifications are performed.

2.1.5. When re installing/re mounting doors, contractor will ensure doors open and close smoothly and require only reasonable amount of effort to operate. Contractor will ensure all door mounted hardware – high security hasps, astragals, hinges, floor and upper slide bolts – operate/engage smoothly and require only reasonable effort to operate./engage. For acceptance of hasp operation/engagement, Government Contracting Officer’s Representative will provide high security lock for testing function and smooth operation of high security hasps.

2.1.6. Paint all prepared surfaces with one coat primer and 2 finish coats, and exterior faces shall receive epoxy coat as per below and manufacturer’s directions.

2.1.6.1. Primer shall have the following salient features:

Stated use as a rust inhibitive, single component, fast dry primer Adhesion of 500 psi per ASTM D4541 Corrosion weathering of 3360 hours per ASTM D5894, 10 cycles Direct impact resistance greater than 140 in-lbs per ASTM D2794 Moisture Condensation resistance of 1250 hours per ASTM D4585 Basis of Design is Sherwin Williams Pro-Cryl Universal Primer

2.1.6.2. Finish coat shall have the following salient features:

Stated use as a waterbased acrylic urethane finish coat for use in high performance areas Adhesion of 1080 psi per ASTM D4541 Accelerated weathering passing 2000 hours per ASTM D4587, QUV-

A Direct impact resistance greater than 160 in-lbs per ASTM D2794 Salt fog resistance passing 4000 hours per ASTM B117 Basis of Design is Sherwin Williams Waterbased Acrolon 100

2.1.6.3. Exterior weather coat shall have the following salient features:

Stated use as a waterbased two component polyamine epoxy topcoat for use in industrial applications Abrasion resistance passing 1000 cycles per ASTM D4060, using

CS17 wheel Adhesion of 550 psi per ASTM D4541 Impact resistance greater than 100 in-lbs per ASTM D2794 Moisture Condensation Resistance passing 5000 hours per ASTM

D4585 Salt fog resistance passing 2000 hours per ASTM B117 Basis of Design is Sherwin Williams Waterbased Catalyzed Epoxy

2.1.7. Contractor will be required to demount the brackets for the Balanced Magnetic

Switches on doors and remount/reattach the brackets at correct location and elevation after

Renovate Earth Covered Magazines Page 3 of 14 doors have been repaired off site as required by contract and returned to site. Contractor shall adjust as necessary to make sure switches operate properly prior to completion of work.

2.2. Lower Ventilator Refurbishment

2.2.1. All accessible metal surfaces shall be prepped to “white-metal” conditions.

2.2.2. Repair damaged components as shown on drawings. Any variations from existing construction and drawings shall be submitted to Government for review and approval before any modifications are performed.

2.2.3. Prepare all accessible surfaces to “white-metal” conditions per SSPC SP-5, White Metal Blast Cleaning.

2.2.4. All prepared surfaces shall be painted per paragraph 2.1.5 above.

2.2.5. Replace chains and fusible links. Chain shall be size 2 (0.148 in.) minimum, zinc plated welded link chain, work load limit of 325 lbs. Fusible link shall be 160 degree F. Chain shall hold the ventilator actuator arm open to the maximum extent possible.

2.2.6. Ensure counter-weight is adjusted to fully close damper plate when fusible link releases. 100% verification shall be completed for acceptance. Provide inspection report documenting that the damper plates are operable.

2.2.7. Existing intrusion protection shall be demolished.

2.2.8. Install new intrusion protection features as shown on drawings.

2.3. Upper Ventilator Refurbishment

2.3.1. Replace chains and fusible links. Chain shall be 1/8” welded link chain. Fusible link shall be 160 degree F. Chain shall hold the ventilator actuator arm open to the maximum extent possible.

2.3.2. Existing intrusion protection shall be demolished.

2.3.3. Install new intrusion protection features as shown on drawings.

2.3.4. Bent damper rods shall be straightened.

2.3.5. Broken weighted arms shall be replaced.

2.3.6. Ensure counter-weight is adjusted to fully close damper plate when fusible link releases. 100% verification shall be completed for acceptance.

2.4. Concrete Repair: Two types of patches that are be required to be repaired include concrete spalls at concrete reinforcements and failed concrete patches at concrete wall tie locations. Contractor shall assume a total estimated repair area of 18 square feet (SF) for wall tie patches and 90 SF for spall patches for the entire project. Contractor shall submit separate pricing for wall tie patches and spall patches as required by the bid schedule. FAR 52.211-18, Renovate Earth Covered Magazines Page 4 of 14

Variation in Estimated Quantity, applies to the wall tie patches and spall patches. The contractor shall submit a repair plan for Government approval prior to commencing patch repairs.

2.4.1. Media blast all exposed concrete to the extent that all paint is removed, and all loose concrete is removed.

2.4.2. Remove all exposed corrosion from all exposed reinforcing.

2.4.3. Prepare areas to be patched with bonding agent and reinforcement protection.

Material to be installed with a 20 mil application on concrete and 40 mil on reinforcing steel in accordance with manufacturer’s instructions.

Salient features include:

Stated use as both a bonding agent and as reinforcement protection.

Wet on Wet bond strength to be 2800 psi.

28 day compressive strength of 8500 psi.

Water permeability at 145 psi of 8.92X10 -15 ft/sec Basis of design is Sika Armatec 110 EpoCem.

2.4.4. Patch all spalls deeper than ¼”, 12 mils or wider cracks and failed tie patches.

1 day compressive strength of 2500 psi 28 day compressive strength of 5000 psi 28 day Bond strength of 1800 psi 28 day Flexural Strength of 1400 psi Must be fully compatible with bonding agent Basis of design Sika Repair SHB with Latex R.

2.4.5. This task shall be done prior to installation of intrusion detection and painting of the ventilators. Apply 3 coats of concrete sealer to all of the concrete surfaces, interior and exposed exterior, not to include floor. Protect existing appurtenances; signage, electrical, etc.

Sealer Type-Alkylalkoxy Silane Passes USBR M-82 Corrosion Mitigation Test Protocol Must be compatible with bonding agent and cementitious repair material Basis of design Sika FerroGard-908.

2.4.6. Prepare and paint all of the concrete surfaces, interior and exposed exterior, not to include floor per TS 09 96 00. Protect existing appurtenances; signage, electrical, etc. ECM’s 1919, 1921 and 1922 have overhead lift equipment that will have to preserved and protected.

The paint on the concrete surfaces is to be treated as LBP and all Environmental rules and regulations for the removal and disposal of lead based paints shall be adhered to, including TCLP and submittals on shipping and disposal

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2.4.6.1 Apply 2 finish coats to all of the concrete surfaces after the primer has dried, interior and exposed exterior, not to include floor. Protect existing appurtenances; signage, electrical, etc.

Interior concrete finish coat shall have the following salient features:

Stated use as a waterbased acrylic urethane finish coat for use in high performance areas Adhesion of 1080 psi per ASTM D4541 Accelerated weathering passing 2000 hours per ASTM D4587, QUV-A Direct impact resistance greater than 160 in-lbs per ASTM D2794 Salt fog resistance passing 4000 hours per ASTM B117 Basis of Design is Sherwin Williams Waterbased Acrolon 100

Exterior concrete weather coat shall have the following salient features:

Stated use as a waterbased two component polyamine epoxy topcoat for use in industrial applications

Abrasion resistance passing 1000 cycles per ASTM D4060, using CS17 wheel

Adhesion of 550 psi per ASTM D4541 Impact resistance greater than 100 in-lbs per ASTM D2794 Moisture Condensation Resistance passing 5000 hours per ASTM

D4585 Salt fog resistance passing 2000 hours per ASTM B117 Basis of Design is Sherwin Williams Waterbased Catalyzed Epoxy

2.5. Trench Draining:

2.5.1. Sweep and clear debris from drains. Replace existing pest screens with ¼” x ¼” hardware cloth.

2.6. Signage:

2.6.1. Provide sign above each lower ventilator as shown on drawings.

2.7. Exterior Lighting:

2.7.1. Demolish existing pole mounted exterior lighting. Pole to remain in place.

2.7.2. Provide exterior LED lighting pole-mounted, wet-listed, cold temperature listed to

-40F, photocell activated, 0.2 foot-candles (2 lux), at ground level in front of pole. Poles are approximately 66 feet from ECM. Zero lighting upwards. CCT 40K, 277V. Basis of design:

Lithonia DSX0 LED P1 40K T4M 277 RPA DBLXD PER, with photocell accessory DLL127F 1.5

JU

2.7.3. Provide exterior LED lighting wall-mounted 2 feet centered above door, wet-listed, cold temperature listed to -40F, switched lighting, 5 foot-candles (50 lux), at ground level.

Zero lighting upwards. CCT 40K, 120/277V Universal voltage. Basis of design: Cree Edge Security SEC-EDG-3MB-WM-06-E-UL-BK-350-40K

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2.7.3.1. Switch shall be on the exterior of the ECM on the active leaf side within 2 feet of the door. Switch shall be wet listed and rated to -40F.

2.8. Lightning Protection and Earth Electrode System (EES):

2.8.1. Provide one new air terminal in top center of each magazine secured to

12”x12”x12” concrete block. Air terminal to be minimum 24” high and extend at least 10” above the structure to be protected. Air terminal to be tapered to a blunt point, and ½” in diameter below the taper. Air terminal to be solid copper, copper-clad steel, or hot-dipped galvanized steel. Bond air terminal to conductor cable. Bond conductor cable to both front and rear air terminals. Conductor cable to be minimum 2/0 AWG bare copper wire, with no single strand less than 17 AWG in size, with exothermic or approved compression connections per UFC 4-420-01 Section 3-8.4 Earth Electrode System (Grounding). Aluminum air terminal is prohibited per DA PAM 385-64 section 17-21 General Prohibitions. New grounding conductor shall be buried minimum 18” below ground surface. Air terminal and fittings to meet UL 96. New and existing air terminals exceeding 24” in height shall be supported at a point not less than one-half their height, per NFPA 780 section 4.6.2.2.2. All existing air terminals on the front headwall require support. Support to extend to both sides of air terminal on the headwall, and may not extend to the grass.

2.8.2. Existing air terminals on rear vents that are composed of two air terminals connected together shall have the taller of the two terminals demolished. The remaining air terminal shall be minimum 24” in length, with minimum 10” above rear vent. New and existing air terminals exceeding 24” in height shall be supported at a point not less than one-half their height, per NFPA 780 section 4.6.2.2.2. The following four (4) bunkers have two air terminals connected together: B1919, B1920, B1921, and B1922 and B1923. The original air terminal to remain on B1919, B1920, B1921, and B1922 has sufficient support, and does not require additional support. The following four (4) bunkers have one air terminal at rear vent that requires support: B1923, B1925, B1927, and B1928. Support at rear vents to be on footprint of vent, and may not extend onto the ground. If air terminal is at 6:00 position, then supports should be at 10:00 and 2:00 on the vent top. Support should be at a vertical and horizontal angle, well above the half way point.

2.8.3. During excavation over magazines contractor shall take care to not compromise integrity of membrane on exterior of magazines. Should contractor notice any damage to membrane/anomalous conditions of membrane, contractor shall notify government within 24 hours.

2.8.4. Hand-trench for placement of 2/0 AWG bare copper wire. Backfill with 12” maximum lift compression. Top 4” to be topsoil, seed with grass mixture. Water.

2.8.5. If any component of the lightning protection system/earth electrode system is to be added or replaced, component shall meet DA Pamphlet 385-64 Table 17-4 Lightning Protection Systems. This includes but is not limited to size, material, and placement of ground loops, ground rods, and air terminals. If ground rods are to be added or replaced, new ground rods to meet NFPA 70 Article 250 and UFC 3-520-01. New ground rods minimum dimensions are 10 feet in length and 3/4 inch diameter. New ground rods to be copper-clad steel, solid copper, or stainless steel ground rods. Assume existing ground ring is per original construction drawings: 2’-0” from structure and 2’-0” below floor around entire building.

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2.8.6. Bond each door to the EES with tinned copper braid bonding conductor, 17 AWG per strand or larger, cross-section area 26,240 cir. Mils (#6 AWG), with equal current-carrying capacity to 6 AWG bonding jumper, per NFPA 780 Table 4.1.1.1.1. and NFPA 780 section 11.4.6.3.

2.8.7. Bond upper and lower ventilator intrusion protection to EES with copper bonding strap. Bonding strap to be solid or stranded. Stranded strap shall have minimum wire size 17 AWG. Weight of wire will be at least 80 pounds per 1000 feet. Solid wire to be minimum of 6 AWG. Reference DA Pamphlet 385-64 Table 17-4.

2.8.8. Test earth electrode subsystem (EES) resistance to verify less than or equal to twenty-five (25) ohms per DA PAM 385-64 Table 17-1. If resistance is not met, notify Government within 24 hours of testing. Testing shall be conducted within the first 5 working days at each set of ECMs, and again at the completion of repairs.

2.9. ECM B1919 Power:

2.9.1. Row Power for B1911-1919: Provide 3-phase 480/277V 50A 18 kAIC breaker in

SDP1 panel by B1907. Provide 3-phase 480/277V power to new 3-phase NEMA 3R panel SDP2 located between B1913 and B1914 as shown on diagram. Provide (4) #1 AWG Cu, (1) #10 AWG Cu ground, in 2” conduit, from SDP1 to SDP2. Support SDP2 on unistrut.

Approximate distance SDP1 to SDP2 is 605 feet. Contractor to verify distance. Update SDP1 panel schedule. SDP2 to have minimum 6 spaces free.

2.9.2. SDP2 to B1911: Provide 3-phase 10A breaker in SDP2 to feed B1911..1913.

Provide (4) #6 AWG Cu, (1) 12 AWG Cu ground, in 1” conduit. Sweep up/down to each pole-mounted terminal box.

2.9.3. SDP2 to B1919: Provide 3-phase 15A breaker in SDP2 to feed B1914..1919.

Provide (4) #1 AWG Cu, (1) 12 AWG Cu ground, in 1.5” conduit. Sweep up/down to each pole-mounted terminal box.

2.9.4. Provide (9) 100A 3-phase 4-wire NEMA 3R terminal boxes, mounted on light poles across from each ECM B1911-1919 on east side of road, centered in front of each ECM.

See Light Post diagram.

2.9.5. Conduit aboveground and sweep to be threaded RGC. Underground conduit from sweep to sweep to be PVC schedule 40. Top of conduit to be minimum 18” below grade, and minimum 24” below grade under roads and pavement. Conduit to be RGC from light post to bunker, and inside bunker. Provide minimum 2” sand below conduit, sand around conduit, minimum 4” sand above conduit. Backfill in 12” maximum lifts. Place warning tape above conduit 12” below grade. Electric lines serving the magazine must be underground from a point not less than 50 feet from the facility. See Light Post diagram. Reference: UFC 4-420-01 section 3-8 Electrical Design.

2.9.6. Top 4” of disturbed ground to be topsoil in grass area. Seed disturbed ground with grass mixture. Water.

2.9.7. Restore disturbed road and parking to match adjacent road.

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2.9.8. Provide single phase 277V load center box on light post of B1919. Provide 5A breaker for pole-mounted light, and 5A breaker for bunker lights. Use #12 AWG Cu conductors, ½” RGC conduit. Bond conduit to metal structure.

2.9.9. Provide surge protection device (SPD, lightning arrester) for each bunker distribution (B1911-B1919), and at SDP2 – (10) total. SPD shall be Type 1 or Type 2, rated per NFPA 780 Section 4.20.3 Surge Protection Ratings. Maximum allowed voltage protection rating per mode of protection: 1200V L-N, 1200V L-G, 1200V N-G, 1800V L-L per NFPA 780 Table

4.20.4. Provide dedicated circuit breaker for SPD, and locate SPD external to panel within 3 ft of panel. SPD to meet UL 1449.

2.9.10. All new circuit breakers in SDP1, SDP2, and mounted in distribution boxes on light poles, to be 18kAIC rated.

2.9.11. All terminal boxes, panels, and load center boxes, to be extra-duty NEMA 3R, 277/480V rated, with weather-proof covers.

2.9.12. All conductors to be 600V copper XHHW-2. Perform megger test at 1000VDC for one minute. Perform continuity test.

2.9.13. Light Poles. Provide (9) Class 5 treated wood or cedar wood light poles outside

B1911-1919, similar to poles by other ECMs. Poles to be approximately 66 feet from ECM, similar to placement of poles for B1920..1928. Poles to be 25 feet long, set 5.0 feet below ground.

2.9.14. Ground Rods. Provide (20) ground rods, (2) per distribution light pole, and (2) for

SDP2. Ground rod minimum ¾” diameter, 10 ft minimum length, 10’ minimum separation. Bond driven electrodes together with minimum 4 AWG soft drawn bare copper wire. Connections to ground rods below ground level must be by exothermic weld connection or with a high compression connection using a hydraulic or electric compression tool to provide the correct circumferential pressure. Rod to be copper, copper-clad steel, stainless steel, or hot-dipped galvanized steel. Top of rod must be 12” minimum below finished grade, and free of paint of other nonconductive coatings.

2.9.15. B1919 Exterior Lighting. Provide exterior LED lighting on pole and above door per section 2.7. Light on pole to be minimum 20 feet above road surface.

2.9.16. B1919 Interior Lighting. ECM to be classified as a hazardous location. Provide explosion proof interior LED lighting, along ceiling line, at 3 distributed locations (approximately 10’-30’-50’ along ceiling line, or 10’ from end walls, and 20’ apart). Provide light switch adjacent to door on the exterior side. Switch to be lockable in the open position. As a minimum, spark-proof, or industrial rated electrical systems in rigid metal conduits, enclosed junction boxes, and closure plates without opening and protective covers for lighting fixtures will be used. Interior lighting to be 30 fc (300 lux) at ground level. Temperature rated to -40F. Reference: DA Pam 385-64 paragraph 17-2, UFC 4-420-01 Ammunition and Explosives Storage Magazines Section 3-8.3. Basis of Design: SafeSite LED Linear Fixture, Class I, Div 1, conduit side mount, 4’, 277V, CCT 4000K (neutral white), LSC3N4M3GEX.

2.9.17. B1919: Bond conduit to EES.

2.9.18. Demolish existing metal box on B1919 exterior.

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2.10. Measure/Verify Depth of Earth Cover: At each ECM, measure depth of cover at 6 evenly space locations over top center of each ECM. Perform these measurements for all ECM’s at same time and do within 30 days of starting work on site. Provide report/spread sheet to Government within two weeks of completion of measurements. Estimated cover is about 24”. If driven probe is used, probe shall have blunt tip and be carefully/gently driven as probe approached 20” depth so as to, as much as possible, avoid penetrating or damaging or compromising water resistant membrane/cover over top of each ECM. No matter what method/manner is used contractor shall take care to, as much as possible, avoid penetrating or damaging or compromising water resistant membrane/cover over top of each ECM.

2.11. General:

2.11.1. ECMs shall be protected at all times from rain, snow and wind.

2.11.2. All disturbed soils shall be releveled to at or near its original configuration, and reseeded.

2.12. Schedule:

2.12.1. Contractor shall commence work under this contract within 10 calendar days after the date the contractor receives the notice to proceed (NTP). The period of performance for this requirement is 410 calendar days after receiving the NTP. Physical work shall start no earlier than 1 April 2019. The contractor shall submit a preliminary schedule with bid. The preliminary schedule will be used in order to determine bid responsiveness. Failure to provide a preliminary schedule that conforms to all the solicitation requirements and this Statement of Work will render a bid nonresponsive. Contractor shall commence work under this contract within 10 calendar days after the date the contractor receives the notice to proceed (NTP). The period of performance for this requirement is 230 calendar days after receiving the NTP. The contractor’s preliminary schedule shall be submitted with the bid/proposal.

2.12.2. The contractor’s initial schedule required by TS 01 32 01 is required to be submitted within 30 calendar days after NTP. The schedule shall be in the form of a Gantt progress chart of suitable scale and in sufficient detail to indicate the percentage of work scheduled for completion at any given date during the period. The Swimlane timelines shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, and other events and milestones as necessary.

2.12.3. The initial schedule will need to project the number of days per week and number of hours per work day that the contractor proposes to work. A military detail of soldiers will be arranged to serve as full time gate guards for the number of days per week and number of hours per day shown in approved initial schedule. Once the initial schedule with the days per week and hours per day is approved, contractor will be expected to work not more than those number of days per week and not more than those number of hours per workday due to the lock in on the schedule for the military detail. Contractor may elect to work fewer number of days per work week than shown in approved initial schedule and/or fewer hours per work day than shown in approved initial schedule provided reasonable advance notice is provided through the contracting officer’s representative to the military detail.

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2.13. Occupancy:

2.13.1. The magazines included in the scope of this contract will not be occupied through the construction period. However, only two magazines will be made available at one time. The first two magazines to be made available will be 1919 and 1920. So all work on 1919 and 1920 (to include installing power and lights in 1919) will have to be completed and accepted by the Government before the next pair can be made available. Except for the first pair, it will be up to the contractor to determine the order in which the contractor proposes to have the magazines made available. This must be shown on the Initial Schedule which the Government will review and accept. The contractor will schedule and perform work under this contract in such a manner as to allow the occupants each pair of magazines one week to remove all their equipment prior to commencement of any work and shall be closely coordinated with the Ammo Supply Personnel. Work will be done in an area that must remain secured at all times. Gate will be unlocked by military detail as needed for access/egress. Once contractor personnel are allowed inside, gate will be locked. POV’s will not be allowed inside and will have to be parked outside. Contractor company work vehicles and equipment can be brought inside and left on site from one day to next. Contractor personnel will have to walk in to work area or ride in company vehicles/equipment. Flame producing items will have to be surrendered at gate. Hot work permit will be required for all hot work/spark producing activities. Contractor material and equipment left on site over night will be confined to the immediate areas of the magazines being worked on and will not block any roads inside Ammunition Holding Area (AHA) or leading to

AHA.

2.13.2. All magazines have Intrusion Detection Alarm Systems (IDS). The Government will arrange to have this system disabled for the start date on each pair of magazines and will arrange to have the system started up again in time for the final acceptance inspection. The Government is required to give two weeks’ notice for disabling system and starting system back up so contractors schedule will need to anticipate and show the dates requires for these notices to be given timely.

2.13.3. The contractor will be required to provide and maintain one portable latrine at main gate for the military detail as well as whatever portable latrines are required for contractor use. The Government will provide and maintain one portable latrine for the military detail and two portable latrines for contractor use for duration of project. Contractor will coordinate dates and locations for portable latrines with Contracting Officer’s Representative who will be responsible for arranging for providing and maintaining the portable latrines

2.13.4. Contractor will be required to provide pre manufactured, trailer mounted security booth with window on all sides, at least one window shall be operable sized to accommodate two guards (at least 6’x8’) and install in position at main gate for duration of project. Submit cat cut of proposed security booth for government review before procuring and installing.

2.13.5. At some point during duration of this work, the access to ASP will change from

River Road, Sage Hill Road, East Ammo Road (connection to gate at south east corner of ASP) to River Road, Ski Road, Birch Hill Loop (connecting to gate at northwest corner of ASP). At this time contractor will have to relocate the portable latrine for the military detail and the pre manufactured, trailer mounted security booth from south east gate to north west gate; and at this time contractor access to trailer and laydown area near southeast corner of ASP will have to be by way of perimeter security road running around ASP on exterior of ASP fence line.

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3. Submittals: Preliminary submittal register is provided with solicitation. This submittal register provided by the government is a preliminary register with minimum submittals the government sees as necessary and this register might not be all inclusive. Contractor will be responsible, as part of Contractor Quality Control responsibilities to review the government provided submittal register and also review the contract and review all applicable TS's for this task order, and NLT 10 work days after NTP, supplement the government provided submittal register with additional items required to be submitted as determined from a thorough review of the base contract and applicable TS's. The supplemented/augmented submittal register shall be submitted to the government for review and shall be updated and adjusted as necessary throughout the conduct of the work. Submittals shall be accompanied by a completed ENG Form 4025-R; incomplete submittals will be rejected without action pending completion. When directed, or as specified, the contractor shall provide information and/or submit samples of equipment and materials that the contractor contemplates incorporating in the work. All submittals shall be at the contractor’s expense.

In addition to paper copies, all Closeout Submittals shall be submitted in searchable digital format on a single CD or DVD. If searchable documents are not available (in the case of handwritten reports) scanned .pdf files will be acceptable. Contractor may choose to submit the digital submittal disc after the paper copies have been approved. . Final as-built drawing set shall contain all design, shop drawings, and extensions of design.

4. SAFETY:

4.1. Contractor shall use all appropriate safety equipment and apply sound safety practices.

Contractor shall fully comply with most current version of NFPA, OSHA, and Federal standards as applicable.

4.2. The contractor shall comply with 29 CFR part 1926, 29 CFR part 1910, all state and local occupational safety and health requirements, and the requirements of EM 385-1-1, U.S.

Army Corps of Engineers Safety and Health Requirements Manual.

4.3. Prior to the start of work, the contractor shall submit for approval a site specific Site Safety and Health Plan (SSHP) also referred to elsewhere in this contract as an Accident Prevention Plan (APP). The plan shall be developed by a qualified person and be signed by a competent person and a representative of the prime contractor’s project management team. The plan shall meet the minimum basic outline requirements contained in EM 385-1- 1, Appendix A. The plan shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the contractor to control hazards associated with materials, services, or equipment provided by suppliers. The accident prevention plan shall include procedures for frequent safety inspections, conducted by competent persons, of the work sites, material, and equipment to ensure compliance with the plan and other referenced standards. Unless otherwise approved, Quality Control personnel or Superintendent shall conduct and document daily safety inspections.

5. ENVIRONMENTAL PROTECTION: All work shall be completed in accordance with applicable environmental laws and regulations. Prepare and submit work plan IAW FTW Institutional Controls (Fort Wainwright Policy letter #38) that will include a Sampling and Analysis Plan for "sniffing" for POL contaminated soil for all activities that disturb soil to a depth of 6” or more. Sampling and "sniffing" for POL contamination will be required to be at rates/frequencies IAW current ADEC requirements. A Storm Water Pollution Prevention Plan (SWPPP) will be required for this work and Notice of Intent (NOI) and Notice of

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Termination (NOT) will be required to be submitted and approve timely so as to accommodate and IAW Contractor’s approved schedule.

6. CONTRACTOR QUALITY CONTROL (CQC): The contractor is responsible for quality control and shall establish and maintain an effective quality control system. The Quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements. The system shall cover all construction activities, both on site and off site, and shall be coordinated with the proposed construction schedule.

7. INSPECTION:

7.1. All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance. Government inspections and tests do not relieve the contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

7.2. Construction Hold Point. The Government may require the contractor to “hold” construction after installing pre-identified work so the government may verify conformance to the specifications. In order to prevent unreasonable downtime, the contractor shall coordinate the date/time that the subject work will be ready for inspection with the government PM/QAR a minimum of 48 hours in advance of reaching the estimated construction hold point. The contractor shall keep the government PM/QAR updated on progress after the 48-hour notification so a site inspection can be accurately scheduled. The contractor shall hold subsequent work on the affected assembly(ies) until the designated construction has been accepted by the government. If the Government elects to require hold points for designated features of work, those features of work will be identified at or prior to the pre-construction meeting.

7.3. Failure to obtain inspection for designated work may result in a requirement for re-performance of installed work (at no additional cost to the government) to prove compliance before approving progress payments, at the discretion of the contracting officer.

7.4. Since this work is being done in pairs of magazines/phases and work for each pair/phase is similar/repetitive, it is anticipated that the preparatory and initial phase meetings/documentation required in for each definable feature of work will be fully executed for the first pair of magazines/first phase. For subsequent pairs of magazines/phases it is anticipated that only abbreviated initial phase meetings and documentation for each repeated definable feature of work in those follow on pairs/phases will be needed to refresh all concerned about the agreed on standards for workmanship, control and safety for each definable feature of work.

7.5. Pre Final Inspection, Final Inspection and Acceptance: Since this work is being done in pairs of magazines/phases and work for each pair/phase is similar/repetitive, it is a anticipated that the punch out, pre final, final inspection requirements will be executed for each pair of magazines/each phase. Each pair of magazines/phase will be inspected and accepted by government separately and individually.

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8. SITE MAINTENANCE:

8.1. Clean Up: The contractor shall at all times keep the work area, including storage areas, free from accumulation of waste materials. All trash will be removed from the site on a daily basis. Upon completion of the project, all equipment, materials and other items associated with the project will be removed from the project site and the site will be left clean. All property, including buildings, site improvements, utilities and vegetation at or adjacent to the work site, and which might be damaged during the course of the required work, shall be adequately protected by the contractor for the duration of the contract. The contractor shall not operate heavy construction equipment on drives, sidewalks, or lawns without installing suitable protection on these surfaces. The contractor shall repair all damage determined to be due to his negligence at no additional expense to the government. Contractor shall take all possible precautions to maintain the work site in a condition that will prevent damage or injury to personnel and real property. The above precautions shall include protection from elements of weather.

8.2. Temporary Storage: For contractor site admin trailer and storage area, contractor must submit proposed site plan showing proposed location/layout and method of obtaining power NLT 60 days before date contractor intends to set trailer or set up storage area. The contractor shall be responsible for the safety, security, and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the contractor to store materials off the installation. Contractor shall be responsible for contacting Doyon Utilities (DU) and arranging for/paying for DU to install and take down power to trailer and storage area. All work downstream of DU point of demarcation (POD) will be done by contractor at contractor’s expense. Contractor shall complete all temporary electrical work in accordance with applicable codes and standards and DU requirements.

Temporary wiring and devices shall be removed at project completion.

8.3. Controlled Areas: The contractor will be escorted for any and all work performed in controlled or secured areas. The Government will provide an escort for the contractor.

8.4. For contractor site admin trailer and storage area, contractor must submit proposed site plan showing proposed location/layout and method of obtaining power NLT 60 days before date contractor intends to set trailer. Contractor is responsible for contacting Doyon Utilities (DU) and arranging for/paying for DU to install and take down power to trailer. All work downstream of DU point of demarcation (POD) will be done by contractor at contractor’s expense. Contractor shall complete all temporary electrical work in accordance with applicable codes and standards and DU requirements. Temporary wiring and devices shall be removed at project completion.

9. UTILITIES:

9.1. Where available, onsite utilities will be provided at no cost to the contractor. These utilities will be used only in the performance and support of the project.

9.2. Any temporary connection to the utility system will be coordinated with DU and the contracting officer’s representative prior to hook-up. Contractor is responsible for contacting Doyon Utilities (DU) and arranging for/paying for DU to install and take down power for contractor use. The contractor shall complete the temporary connection down stream of any DU installation and contractor shall complete all temporary electrical work in

Renovate Earth Covered Magazines Page 14 of 14 accordance with applicable codes and standards and DU requirements. Temporary electrical wiring and devices shall comply with the current National Electrical Code.

Temporary wiring and devices shall be removed at project completion. All temporary electrical work by DU and/or contractor shall be at the contractor’s expense.

10. 1354 Preparation: The contractor shall prepare a DD Form 1354 Transfer and Acceptance of Real Property near completion of the project and submit it to the Government prior to final inspection and acceptance of the last pair of magazines/last phase. The contractor may obtain a DD Form 1354 Checklist from the DPW Contracting Officer’s Representative.

Contractor will work with DPW Real Property (Vickie Tallman 361-7110) to properly fill out and complete the DD 1354.

11. ATTACHMENTS/ENCLOSURES:

Drawings Division 1 Specifications Submittal Register

Division 1 Specifications Revision 0 AMC‐20007‐7J, 20008, 20009, 20010, and 20011 1 June 2018 Renovate Earth Covered Magazines Page 1 of 62

Division 1 – Table of Contents

01 11 00 GENERAL PROCEDURES

01 19 30 SPECIAL ITEMS FOR FORT WAINWRIGHT PROJECTS

01 31 19 MEETINGS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTALS PROCEDURES

01 35 26 SAFETY

01 36 00 RADIOACTIVE MATERIALS PROCEDURES

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 34 STORM WATER POLLUTION PREVENTION MEASURES

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

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01 11 00 GENERAL PROCEDURES:

The Contractor shall provide, upon receipt of a NTP all work materials, supplies, parts (to include system components), plant, supervision, labor, transportation, and equipment (except when specified as Government Furnished), for repair of earth covered magazines as described/required in scope of work and in strict accordance with all the terms, conditions, special contract requirements, specifications, drawings, attachments, and exhibits contained in the contract or incorporated by reference as follows.

The Contractor's work and responsibility shall include all Contractor planning, programming, administration, and management necessary to provide all facets of work for the construction and related services as specified. The work shall be conducted by the Contractor in strict accordance with the contract and all applicable federal, State of Alaska, and local laws, regulations, codes or directives. The Contractor shall ensure all work provided meets or exceeds the critical reliability rates or tolerances specified or included in the applicable documents. The Contractor shall provide related services such as preparing and submitting required reports, performing administrative work, and submitting necessary information as specified under this contract and within individual task orders.

Furnish materials and equipment conforming to the requirements as required/specified in the scope of work and as indicated in the Technical Specifications. The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance and repair of Government facilities.

AT/OPSEC:

Prior to physically starting work on this project, the contractor shall furnish the government PM/QAR, and the affected facility POC with a list of all contractor / sub-contractor personnel who will require access to the facility during the course of the subject project. This list shall be provided a minimum of 5 working days before access to the facility is required. This list shall be signed by an authorized representative of the contractor, and shall contain the following information: full name of employee(s), date of birth, identification number correlating to the employee’s photo identification (e.g., driver’s license number, employee number, etc.,) and corporate points of contact who shall be further responsible for identifying employees, subcontractors, vendors and delivery personnel. This list shall be updated and resubmitted as often as necessary for it to be current. Depending on current events, personnel shall be required to show photo identification (cross checked against the required roster) prior to gaining access to a facility.

AT Level 1 Training: All contractor employees, to include subcontractor employees, requiring a 90 day access or more to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

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Access and general protection/security policy and procedures: Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contract or Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

To comply with federal law, Fort Wainwright will no longer accept state-issued identification from certain U.S. states for visitor access to the installation as mandated under the REAL ID Act.

Visitors not in compliance will be denied unescorted entry to federal installations. Personnel in possession of a valid Department of Defense issued identification card are not affected by this change. For the most updated information regarding Real ID info for each state, visit Department of Homeland Security (DHS) at:

https://www.dhs.gov/real-id-enforcement-brief

For contractors that do not require CAC, but require access to a DoD facility or installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC- III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

iWATCH Training: The contractor personnel and all associated sub-contractor personnel requiring 90 day access or more shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR or to the contracting officer (if a COR is not assigned), NLT 5 calendar days after contract award and within 5 calendar days of training of new employees/personnel.

OPSEC Training; Per AR 530-1, (Operations Security) Contractors for Army contracts, shall practice OPSEC to protect classified, critical, and sensitive information for government contracts.

The Requiring Activity OPSEC Officer has imposed that all contractor employees, to include subcontractor employees requiring 90 day access or more, shall complete initial and annual thereafter OPSEC awareness training (OPSEC Level 1). This annual training shall be completed within 30 calendar days after contract award and within 30 calendar days of new employees commencing performance. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://securityawareness.usalearning.gov/opsec/.

E-Verify Program. U.S. law requires companies to employ only individuals who may legally work in the United States – either U.S. citizens, or foreign citizens who have the necessary

Renovate Earth Covered Magazines Page 4 of 62 authorization. This diverse workforce contributes greatly to the vibrancy and strength of our economy, but that same strength also attracts unauthorized employment. E-Verify is an Internet-based system that allows businesses to determine the eligibility of their employees to work in the United States. E-Verify is fast, free and easy to use – and it’s the best way employers can ensure a legal workforce.

The Contractor must pre-screen employees using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements as indicated above.

The vendor must ensure that the employee has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

SUBMITTAL PROCEDURES AND SOFTWARE REQUIREMENTS

General Summary: Shop drawing and product data submittals shall be transmitted to the government in electronic (PDF) format using ENG Form 4025. A copy of this form in PDF will be made available to the contractor from the Contracting Officer’s Representative (COR).

Information and training on the process and flow for submittals will be provided by (COR) after award and prior to start of making submittals.