ATTACHMENT_1_-_PWS_-094I4J_Repair_Chapel_Wiring_For_Construction.pdf

Performance Work Statement (PWS)

Repair Chapel Wiring

09/06/2016

Version 1.0

Vision Statement

1 Introduction

1.1 Summary of Work

2 General Requirements

2.1 Non-Personal Services

2.2 Project Management & Coordination

2.3 Contractor Personnel, Disciplines, and Specialties

2.4 Location and Hours of Work

2.5 Construction Progress Documentation

2.6 Submittals

2.7 Progress Payments

2.8 Quality Control & Quality Assurance

2.9 Temporary Facilities & Utilities

2.10 Examination & Preparation

2.11 Execution

2.12 Cleaning & Waste Management

2.13 Protecting Existing Property & Installed Construction

2.14 Project Closeout

2.14.1 Operation & Maintenance Data

2.14.2 Warranties & Guarantees

2.14.3 Record Documents

3 Performance Requirements

3.1 Chapel

3.2 Meeting Rooms

3.3 Fire Protection

4 Special Requirements

4.1 Security & Safety

4.2 Government Furnished Materials

4.3 Environmental Requirements

4.4 Salvage & Recycling

4.5 References

5 Deliverables

6 Related Documents

Performance Work Statement (PWS)

Repair Chapel Wiring

Vision Statement

The existing Chapel wiring does not meet current code by not being grounded properly. There are also many extension cords being run to maintain power at certain points. The purpose of this project is to fix the discrepancies inside the Chapel and to ground out the electrical system in the meeting rooms attached.

1 Introduction

The Chapel is in need to be brought up to code as per the National Electrical Code (NEC). The existing infrastructure is overloaded and ungrounded in the office area and overloaded in the Chapel area. It is proposed that the Chapel wiring will be redone so as to be within conduit, placed behind existing walls, and placed so as to prevent tripping hazards. The office area will have a fire suppression system installed over the existing range and rewired with grounding in accordance with (IAW) the NEC.

1.1 Summary of Work

1.1.1 The work will be performed at USAG Dugway Proving Ground (DPG), approximately as indicated. The exact location will be shown by the Contracting Officer (KO) or their designated representative.

1.1.2 The Scope of Work shall include the following:

1. In the meeting room section of the chapel, use the existing conduit, replace and dispose of the existing wire, then provide new wire and wire mold including a ground wire from the panelboard to all loads in accordance with (IAW) the National Electrical Code (NEC).

2. In the meeting room section of the chapel provide new grounded receptacles (20 Amp), to replace existing two wire receptacles, and Ground Fault Circuit Interrupter (GFCI) where required by the NEC.

3. In the kitchen, provide a new UL300A residential fire suppression system over the stove IAW

NFPA 96 (current edition) that will provide an auto dialer alarm to dispatch, an audible strobe, be initiated by a high temperature (grease fire), and provide a shunt trip to isolate power to the stove and hood.

4. On the northeast wall of the chapel remove and dispose of the existing distribution panel.

Provide a new panelboard, in the same location, with a minimum 70 Amp supply.

5. In the chapel, run the conduit behind the sound treatment wall. Temporarily remove existing furred out wall panels to run new conduit behind the wall. Reinstall wall panels upon completion of electrical installation.

6. Provide new breaker from existing feeder panelboard to the new panelboard IAW the NEC.

7. Provide new breakers for all spaces (used and spare) within the new panelboard.

8. Provide new conduit, wiring, and receptacles to power existing overhead projector from the newly installed panelboard.

9. Remove and dispose of existing carpet in the chapel. Saw-cut and trench the existing chapel floor and provide new conduit, wiring, and dedicated receptacles to provide power to existing sound systems. Patch concrete to enclose the trench and conduit. Provide new carpet over the entire chapel floor where carpet is currently installed.

10. Provide conduit through the floor to allow access to utility tunnel to run existing sound equipment signal cord to remove tripping hazard.

11. Paint existing conduit to match the existing wall color.

12. Provide all incidental related work.

2 General Requirements

This section describes the general requirements for this effort. The following sub-sections provide details of various considerations on this effort.

2.1 Non-Personal Services

The Government shall neither supervise contractor employees nor control the method by which the contractor performs the required tasks. Under no circumstances shall the Government assign tasks to, or prepare work schedules for, individual contractor employees. It shall be the responsibility of the contractor to manage its employees and to guard against any actions that are of the nature of personal services, or give the perception of personal services. If the contractor believes that any actions constitute, or are perceived to constitute personal services, it shall be the contractor's responsibility to notify the KO immediately.

2.2 Project Management & Coordination

2.2.1 The contractor shall successfully integrate and coordinate all activity needed to execute the requirement. The contractor shall manage the timeliness, completeness, and quality of problem identification. The contractor shall provide corrective action plans, proposal submittals, timely identification of issues, and effective management of subcontractors. The contractor shall seek to ensure customer satisfaction and professional and ethical behavior of all contractor personnel.

2.2.2 Project management and coordination shall include, but not be limited to: Scheduling of all work, coordinating delivery of materials, quality control testing, request for an excavation permit, requesting blue staking of utilities, request for a hot-work permit, inspections of the work, coordination for scheduling road closures, and coordination for scheduling utility outages.

2.2.3 The contractor shall not be allowed to claim a delay due to lack of coordination of the work and any testing, inspection, permit or blue staking requests, road closures, utility outages, and etc.

2.2.4 Contractor-Furnished: The contractor shall be responsible for and furnish all supplies, equipment, facilities and services required to perform the Work, including but not limited to the following:

2.2.4.1 Temporary utilities including electricity, i.e., generated power. See 2.9 for additional requirements.

2.2.4.2 Electrical Power Cords: Provide grounded extension cords with receptacle outlets equipped with ground-fault circuit interrupters, reset button, and pilot light for connection of power tools and equipment. Use hard-service cords where exposed to abrasion and traffic.

Provide waterproof connectors to connect separate lengths of electric cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio.

2.2.4.3 Lamps and Light Fixtures: Provide general service lamps of wattage required for adequate illumination. Provide guard cages or tempered-glass enclosures where exposed to breakage. Provide exterior fixtures when exposed to moisture.

2.2.4.4 In other locations, provide hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a combination of extinguishers of National Fire Protection Association (NFPA) recommended classes for the exposures.

2.3 Contractor Personnel, Disciplines, and Specialties

2.3.1 The contractor shall accomplish the assigned work by employing and utilizing qualified personnel with appropriate combinations of education, training, and experience. The contractor shall match personnel skills to the work or task with a minimum of under/over employment of resources.

2.3.2 The Contractor shall provide the necessary resources and infrastructure to manage, perform, and administer the contract.

2.4 Location and Hours of Work

Accomplishment of the results contained in this PWS requires work at U.S. Army Garrison Dugway Proving Ground. Normal workdays are Monday through Thursday except US Federal Holidays. Workers typically work ten (10) hours per day, 40 hours per week. Core hours of work are from 0700 to 1730 daily. All employees are expected to be available during core hours.

2.5 Construction Progress Documentation

Submit the following documentation to the Government to substantiate project progress:

1) Weekly detailed updates to the project schedule. This includes the location and number of personnel anticipated to be at any given location for each day.

2) Each week submit copies of the daily reports for the previous week.

3) When construction is complete, provide the Government with documentation including, but not limited to: operation and maintenance data, warranties and guaranties, record drawings, and a signed Form DD 1354.

2.6 Submittals

2.6.1 Submit certificates of compliance in accordance with the applicable referenced standards and as specified herein.

2.6.2 In addition to review by the Designer of Record (DOR), submittals, Requests for

Information (RFI), Architects Supplemental Instructions (ASI), and etc. Require submittal for review by the Government.

2.6.3 Allow two weeks for Government reviews.

2.7 Progress Payments

2.7.1 Progress payment requests will be submitted for Government review prior to entering into Wide Area Work Flow (WAWF) for payment processing. The following documents will be required for each progress payment request:

1) Schedule of Values showing all amounts previously invoiced and paid (total and by division) and the amount for the current payment request (total and by division).

2) DPG Pay Estimate Form showing items of work accomplished, value for each item for the current pay request and total amount paid to date, percentage of the item completed to date, and the associated CLIN and AIA division number.

2.8 Quality Control & Quality Assurance

2.8.1 Contractor Quality Control (CQC): The Contractor is responsible for the quality of all work performed. The Contractor measure that quality through the Contractor's own Quality Control (QC) program. QC is work output, not workers, and therefore includes all work performed under this contract regardless of whether the work is performed by Contractor employees or performed by subcontractors. Copies of all QC testing results/reports shall be submitted to the COR for review.

2.8.2 COR: The COR is responsible for technical administration of the contract and overseeing the Contractor's performance, including scheduled observations and unscheduled observations.

Scheduled observations will be previously scheduled and coordinated with the contractor's site supervisor and conducted by the COR and/or Quality Assurance Specialist. Unscheduled observations will be conducted by the COR and/or Quality Assurance Specialist at random.

2.8.3 Acceptable Performance: The Government will document positive performance.

2.8.4 Unacceptable Performance: When unacceptable performance occurs, the COR will inform the Contractor.

2.9 Temporary Facilities & Utilities

Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or utilities or permit them to interfere with progress. Take necessary fire-prevention precautions. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisance to develop or persist on site. No alteration to the existing facility or utilities, except as described within this Performance Work Statement (PWS), without the KO's approval.

2.10 Examination & Preparation

It is the responsibility of the Contractor to become familiar with the work site and the existing conditions prior to bid preparation and performance of the work.

2.11 Execution

2.11.1 Period of Performance: Complete the work described herein, including submittal of a complete and correct closeout package, within 120 calendar days from receiving the Notice to Proceed.

2.11.2 Once the Contractor has received the Notice to Proceed from the KO, the Contractor shall use reasonable diligence and work in and efficient and expeditious manner and in accordance with all of the terms and provisions of this PWS.

2.12 Cleaning & Waste Management

2.12.1 The Dugway Proving Ground landfill is available for disposal of project-specific discarded, removed, or excess construction materials as needed during regular scheduled hours at the landfill. DPG landfill requires that recyclable material be separated, see 4.4.

2.12.2 The Contractor is responsible for maintaining a clean and orderly construction site and storage areas. The work site will be left in a clean state at the end of each work day.

2.13 Protecting Existing Property & Installed Construction

Protecting existing property and installed construction is the Contractor's responsibility. Any damage to existing Government property or installed construction during the performance of this Work shall be repaired to the satisfaction of the KO at the Contractor's expense. At the completion of the work, the condition of the site will be equal to or better than that which existed before the work began.

2.14 Project Closeout

Provide the documentation required herein at project closeout.

2.14.1 Operation & Maintenance Data

2.14.1.1 Operation and Maintenance Manuals shall be provided in electronic and hardcopy format in the number and format in accordance with the contract requirements. Operation and Maintenance Manuals must be consistent with the manufacturers'' standard brochures, schematics, printed instructions, general operating procedures, and safety precautions. Bind information in manual format and grouped by technical sections. Test data must be legible and of good quality. Light-sensitive reproduction techniques are acceptable provided finish pages are clear, legible, and not subject to fading.

2.14.1.2 Pages for vendor data and manuals must be bound in 3-ring, loose-leaf binders.

Organize data by separate index and tabbed sheets. Binder must lie flat with printed sheets that are easy to read. Caution and warning indications must be clearly labeled. Submit two each printed, bound and three each electronic copies of the project Operation and Maintenance

Manuals. Update and resubmit data for final approval no later than contract completion.

2.14.2 Warranties & Guarantees

The Contractor warrants and guarantees that:

1) Contractor is technically qualified to perform the Work.

2) Contractor is familiar with and will comply with all general and special Federal, State, and local laws, rules, ordinances, and regulations that may in any way affect the performance of this

SOW.

3) Contractor and subcontractors are familiar with the requirements of the Work as defined within the PWS, Plans, Drawings, appendices and all such associated contract documents related to the Work. Government review of work completed by the Contractor does not relieve the Contractor of the responsibility to comply with the Work as defined within the contract documents.

4) The supervision and workmanship furnished with respect to performance of the Work shall be in accordance with sound and currently accepted construction standards and best engineering practices.

5) All materials, equipment and workmanship furnished in performance of the Work, or any portion thereof, shall be free of defects in design, material, and workmanship, and all such materials and equipment shall be of first-class quality, shall conform with all applicable codes, specifications, standards, and ordinances and shall have service lives and maintenance characteristics suitable for the intended purpose in accordance with sound and currently accepted construction and design standards and best engineering practices.

6) All products and materials installed shall at a minimum, unless otherwise indicated, include the manufacturer's standard warranty.

2.14.3 Record Documents

2.14.3.1 Form DD 1354: At the time of project closeout, Contractor shall submit a complete Form DD 1354, "Transfer and Acceptance of Military Real Property," including all required signatures. Complete the Form DD 1354 using the instructions in UFC 1-300-08, "Criteria for Transfer and Acceptance of DoD Real Property."

2.14.3.2 Record Drawings: The terms "drawings," "contract drawings," "drawing files," "working record drawings" and "final record drawings" refer to contract drawings which are revised to be used for final record drawings showing as-built conditions.

2.14.3.2.1 Revise 2 sets of paper drawings by red-line process to show the as-built conditions throughout the progression of the project. Keep these working as-built marked drawings current on a weekly basis and at least one set available on the jobsite at all times. Changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction must be accurately and neatly recorded as they occur by means of details and notes. Prepare final record (as-built) drawings after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural

Steel, etc., as appropriate for the project).

2.14.3.2.2 Information shown on the working and final record drawings shall include but not be limited to the following:

1) The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, show by offset dimensions to two permanently fixed surface features the end of each run including each change in direction on the record drawings. Locate valves, splice boxes and similar appurtenances by dimensioning along the utility run from a reference point. Also record the average depth below the surface of each run.

2) The location and dimensions of any changes within the building structure.

3) Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

4) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

5) The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

6) Changes or modifications which result from the final inspection.

7) Where contract drawings or specifications present options, show only the option selected for construction on the final as-built prints.

8) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

2.14.3.2.3 Modify the record drawings as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract set into agreement with approved working as-built prints, and adding such additional drawings as may be necessary. These working as-built marked prints must be neat, legible and accurate. These drawings are part of the permanent records of the project and must be returned to the Contracting Officer after approval by the Government.

2.14.3.2.4 Provide electronic copies of the record drawings in both PDF and AutoCAD 10 compatible format. Only employ personnel proficient in the preparation of CADD drawings to modify the contract drawings or prepare additional new drawings. Additions and corrections to the contract drawings must be equal in quality and detail to that of the originals. Line colors, line weights, lettering, layering conventions, and symbols must be the same as the original line colors, line weights, lettering, layering conventions, and symbols. If additional drawings are required, prepare them using the specified electronic file format. The title block and drawing border to be used for any new final record drawings must be identical to that used on the contract drawings. Accomplish additions and corrections to the contract drawings using CADD files. The Contractor will be furnished "as-designed" drawings in AutoCAD 2010 format. The electronic files will be supplied on compact or DVD disc. Provide all program files and hardware necessary to prepare final record drawings.

2.14.3.2.5 Color code changes as follows:

1) Deletions (Red) - Over-strike deleted graphic items (lines), lettering in notes and leaders.

2) Additions (Green) - Added items, lettering in notes and leaders.

3) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes.

2.14.3.2.6 Rename the Contract Drawing files in a manner related to the contract number (i.e., 98-C-10-.DWG). Use only those renamed files for the Marked-up changes. All changes shall be made on the layer/level as the original item.

2.14.3.2.7 When final revisions have been completed, show the wording "RECORD

DRAWINGS/AS-BUILT CONDITIONS" followed by the name of the Contractor in letters at least

3/16 inch high on the cover sheet drawing. In the revision block, mark all other contract drawings either "RECORD" drawing denoting no revisions on the sheet or "REVISED

RECORD" denoting one or more revisions.

3 Performance Requirements

The following section specifies the Performance Objectives and Performance Elements for the contract.

3.1 Chapel

Performance Standards

a) Standard: As described in sections 3.1.1 to 3.3.1.5.

AQL: 100% Compliance.

3.1.1 In the utility room provide a new 70 amp, double pole breaker in panel

6-A to replace existing 60 amp breaker to power new distribution panel to be placed in the chapel.

3.1.2 Use existing number 6 AWG wiring from panelboard 6-A, see drawing

E-101, to new distribution panelboard to be mounted on north wall of the chapel.

3.1.3 Provide new 70 amp, 12-space, 120/208-volt, 1 phase, 60 Hz panelboard, with main breaker and cover, to replace existing panelboard on north wall.

3.1.4 Remove and save paneling in Chapel as needed. Run new conduit and replace visible conduit behind existing furred out wall so as to remain hidden from view. At the completion of the project, replace paneling and return wall to original condition.

3.1.5 Remove carpeting, see AD-101 for details, to allow saw cutting of concrete floor.

3.1.6 Saw-cut two trenches, see AD-101 for details (12” W x12” D), in floor to provide power from new panelboard to new floor outlets and for installing conduit to run communication cable from audio control area to east utility tunnel.

3.1.7 Run 1" PVC conduit from new panelboard through saw-cut trench to a

2 (two) gang electrical floor box.

3.1.7.1 Provide separate circuits to each duplex receptacle.

3.1.7.2 Provide a brass plate cover for the receptacle box and place box so that the cover is flat and level with the floor after carpet is installed so as to prevent any tripping hazard.

3.1.8 Provide a 12”x12" PVC junction box to be mounted in the floor for communication.

3.1.8.1 Mount box at the junction point of the two trenches to allow for the 2-1/2" conduit installed in both trenches to be connected to the box.

3.1.8.2 Provide a 14”x14" brass cover for the box and place box so that the cover is flat and level with the floor after carpet is installed so as to prevent a tripping hazard. Modify cover to allow for penetration of multiple communication points from the control center to other parts of the chapel.

3.1.9 From the 12”x12" PVC box provide 2-1/2" to be placed in the north-south trench to the north wall, see E-101 for details, to provide a connection path for communication cabling for multiple equipment. Also provide 2-1/2" PVC to be placed in the east-west trench as a connection path for existing multi-wire communication cable to be run from the control area through the conduit into the access tunnel, along the access tunnel south to be fed through an access point by the altar area to existing equipment.

3.1.10 Provide means of connection for communication from audio control to altar.

3.1.11 Provide means of communication from control table to north mounted projector.

3.1.12 Provide new conduit from new distribution center to provide power to the south overhead projector, sound system, and south projection screen. Remove old wiring consisting of SO cable and extension cords.

Provide new grounded receptacles and new grounded cord/plug sets to connect equipment to newly supplied power.

3.1.13 Provide new conduit for automatic shade operators on windows, run behind the wall and rewire to timers internally. Remove existing SO cord connectors.

3.1.14 Upon completion of conduit and box installation, backfill the trenches with sand, compacted to a level of the bottom of existing concrete. Provide rebar doweled into existing concrete to provide support for new concrete and fill and level new concrete in trenches to existing floor. See A-101 for details.

Performance Standards

a) Standard: Compacted fill sand.

AQL: 100 % compliance.

3.1.14.1 Provide adequate load bearing capacity.

Performance Standards

a) Standard: Load capacity of 1500 PSF.

3.1.14.2 Concrete shall be ready-mix concrete conforming to ASTM

C150, Type IIA.

Deliverables

A001 Government approved mix design.

3.1.14.3 The maximum nominal size coarse aggregate is 3/4 inch, in accordance with ACI MCP SET Part 3.

Performance Standards

a) Standard: ACI MCP SET Part 3.

3.1.14.4 The air content shall be between 4.5 and 7.5 percent with slump between 2 and 5 inches.

3.1.14.5 The maximum water cement ratio is 0.50.

3.1.14.6 Calcium Chloride shall not be used.

3.1.14.7 The concrete mix design, including Accelerating Admixture, shall be submitted for Government review.

Deliverables

A002 Concrete mix with Accelerating Admixture.

3.1.14.8 Finishing concrete shall be in conformance with the

following requirements:

3.1.14.8.1 In compliance with ACI 318.

3.1.14.8.2 Remove all fins and loose materials, and surface

defects including filling of tie holes. Repair all honeycomb areas and other defects. Remove all unsound concrete from areas to be repaired.

3.1.14.8.3 Concrete shall be flush and even with existing floor level.

3.1.14.9 Curing and Protection of concrete shall be in conformance with the following requirements:

3.1.14.9.1 Provide curing compound conforming to ASTM C

309.

Performance Standards

a) Standard: ASTM C 309.

3.1.14.9.2 Ensure concrete is protected from Hot and/or Cold

weather per ACI 318.

Performance Standards

a) Standard: ACI 318.

3.1.14.10 Before placing concrete, verify that all conduit and embedded items are firmly and securely fastened in place. Provide conduit and embedded items free of oil and other foreign matter, such as loose coatings of rust, paint and scale. Embedding of wood in concrete is permitted only when specifically authorized or directed.

3.1.14.11 Contractor will send a mix design for Government approval.

Provide three (3) cylinders for strength tests. Test concrete for compressive strength at 7 and 28 days for each design mix.

Concrete test specimens shall conform to ASTM C 31. Perform

Compressive strength testing conforming to ASTM C 39. Test a minimum of one cylinder on day seven and one on day 28 and maintain the last cylinder as a reserve.

Performance Standards

a) Standard: ACI 318 5.6.1.3 AQL: 100 % compliance.

3.1.14.12 Upon testing the concrete the following procedures shall be adhered to:

3.1.14.12.1 Ensure that the concrete is properly consolidated, finished, protected, and cured.

3.1.14.12.2 Report the results of all tests and inspections

conducted at the project site. Submit test and inspection reports within 3 days of conducting the inspection or receiving the test results.

Performance Standards

a) Standard: ACI 318.

AQL: 100 % compliance.

Deliverables

A003 Submit test and inspection results.

3.1.15 Provide new carpeting to replace existing throughout the chapel area.

Performance Standards

a) Standard: As described in sections 3.1.15.1 to 3.1.15.7 AQL: Meet or exceed.

3.1.15.1 The type of carpet shall be broadloom with a cut and loop pile type.

Performance Standards

a) Standard:

AQL:

Deliverables

A004 Carpet Samples.

3.1.15.2 The gauge or pitch shall have a minimum of 1/12” in

accordance with ASTM D5793.

Performance Standards

a) Standard: ASTM D5793.

AQL: 100% compliance.

3.1.15.3 The minimum stitches or rows/wire shall be 47 per every 10 square centimeters.

3.1.15.4 The surface pile weight shall have a minimum of 28.5 ounces per square yard. This does not include weight of backings.

Determine weight IAW ASTM D5848.

Performance Standards

a) Standard: ASTM D5848.

AQL: 100% Compliance.

3.1.15.5 The carpet shall be solution dyed.

3.1.15.6 The backing material shall be unibond plus.

3.1.15.7 Provide static control to permanently regulate static buildup to less than 3.5 kV when tested at 20 percent relative humidity and 21 degrees C IAW AATCC 134.

Performance Standards

a) Standard: AATCC 134.

AQL: 100% compliance.

3.1.15.8 Carpet Installation to be within CRI104 installation standards.

Performance Standards

a) Standard: CRI104 AQL: 100% Compliance

3.1.15.9 Retain existing doorway thresholds at all doorways affected by new carpeting. Re-install existing thresholds after installation of new carpeting.

3.1.15.10 Provide new base moldings in all areas receiving new carpet. Base moldings style to match existing in adjacent areas.

3.1.15.11 Floor preparation for carpet shall be IAW the following:

3.1.15.11.1 Preparation: do not install carpet on surfaces that are unsuitable and/or prevent proper installation. Carpet installation will be over a carpet cushion that meets minimum density of 22 lbs per cubic foot (recycled pad must meet this criterion). Prepare floor surface IAW carpet manufacturer requirements. Repair holes, cracks, depressions, or rough areas using material recommended by the cushion or adhesive manufacture. Level off surface, free floor of any foreign materials and sweep clean. Before beginning work, test subfloor with glue and cushion to determine "open time" and bond.

3.1.15.11.2 Concrete primer: use concrete primer IAW

requirements of the carpet cushion manufacturer and/or adhesive selected.

3.1.15.11.3 Deliver carpet system materials to the site in the manufacturer's original wrappings and packages clearly labeled with the manufacturer's name, brand name, size, dye lot number, and related information.

3.1.15.11.4 Provide extra carpeting material from same dye lot consisting of 10% of the total square footage of installed carpet for future maintenance.

3.1.15.11.5 Furnish first quality carpet, free of visual

blemished, streaks, poorly dyed areas, fuzzing of pile yarn, spots or stains, and other physical and manufacturing defects.

3.1.15.11.6 Provide the CRI indoor air quality (IAQ) label.

3.1.15.11.7 Carpet type bearing the label will indicate that

carpet has been tested and meets the criteria of the CRI Green

Label requirements for the IAQ Test Criteria.

Performance Standards

a) Standard: CRI Green Label AQL: 100% Compliance

3.1.15.11.8 Perform all work by installers who are international certified floor covering installer association (CFI) certified or manufacturer-approved installers.

3.1.15.11.9 Conduct installation IAW the manufacturer's

printed instructions. Where manufacturer does not provide instructions, installation shall be IAW CRI 104.

Performance Standards

a) Standard: Instructions or CRI 104 AQL: 100% compliance.

3.2 Meeting Rooms

Performance Standards

a) Standard: As described in sections 3.2.1 to 3.2.6 AQL: 100% Compliance

3.2.1 Remove all existing wire mold.

3.2.2 Provide new round conduit IAW the NEC to replace any existing wire mold which carries 120/208 volt power wiring.

3.2.3 Provide new wire mold for all communication wiring. All cable shall be hidden through the use of raceways, elbows, couplings and tees.

Provide to the government three (3) samples of products to be used for approval prior to installation.

Deliverables

A005 Wire Mold

3.2.4 Remove all existing wiring for outlet receptacles and wiring to lights.

Provide new wiring, IAW the NEC, and replace all receptacles with 20 amp grounded receptacles. Provide new GFCI (Ground Fault Circuit Interrupter) receptacles IAW the NEC.

3.2.5 Paint all existing conduit to match existing wall color.

3.2.6 In the nursery provide tamper resistance 20 Amp receptacles.

3.3 Fire Protection

Performance Standards

a) Standard: As stated in UFC 3-600-01 and 3.3.1 to 3.3.1.5.

AQL: 100% compliance.

3.3.1 Have a certified fire engineer, IAW UFC 3-600-01, design a:

3.3.1.1 In the kitchen provide a new UL300A residential fire

suppression system over the stove IAW NFPA 96 (current edition) listed that will:

3.3.1.1.1 Provide a shunt trip that upon a high temperature

incident will isolate input power to the stove and hood.

3.3.1.1.2 Provide an alarm output to a fire control panel that will auto dial dispatch.

3.3.1.1.3 Provide a dry/wet chemical extinguishing agent that is initiated by a high temperature (grease fire) as designated by current code and/or UFC 3-600-01 and a certified fire engineer.

3.3.1.2 Provide a new fire control panel by the west entrance.

3.3.1.3 Provide pull switches at each entrance.

3.3.1.4 Provide strobes and audible alarms.

3.3.1.5 Provide all interconnections and coordinate with the Network

Enterprise Center (NEC) to complete auto dialer. Run all connections in prior approved wire mold.

4 Special Requirements

This section describes the special requirements for this effort. The following sub-sections provide details of various considerations on this effort.

4.1 Security & Safety

4.1.1 Safety:

4.1.1.1 The Contractor is responsible for initiating, maintaining and supervising all safety precautions and programs in connection with this contract. This includes Contractor employees and other persons, who may be affected thereby, as well as materials and equipment, both in storage and on-site. In an emergency, the Contractor shall act at its discretion to prevent threatened damage, injury or loss.

4.1.1.2 The Contractor shall obtain a hot work permit from the Dugway Fire Department before commencing any activities that may or could start a fire. Activities that required a hot work permit include, but are not limited to: open flames, welding, grinding and cutting (activities that may create sparks).

4.1.1.3 Use a qualified person to prepare the written site-specific Accident Prevention Plan

(APP). Prepare the APP in accordance with the format and requirements of USACE EM 385-1-

1.

4.1.1.4 Within one calendar day after commencement of work, erect a safety bulletin board at the job site.

4.1.1.5 Enforce use of the fall protection equipment and systems designated for each specific work activity in the Fall Protection and Prevention Plan and/or AHA at all times when an employee is exposed to a fall hazard.

4.1.2 Security: The following paragraphs provide information on security requirements associated with this contract.

4.1.2.1 Physical Security

The Contractor shall be responsible for safeguarding all Government equipment, information and property provided for Contractor use. At the close of each work period, Government facilities shall be secured. The Contractor shall ensure that its employees entering Army-controlled installations or facilities have obtained access badges and passes IAW facility regulations and that these badges and passes are obtained in advance so as not to delay the accomplishment of contracted services (see paragraph 4.1.2.3.12 Security Badge

Requirements for additional information). Delay caused by contractor failure to obtain badges and passes in advance will not be a basis for claim by the Contractor. The Contractor shall return all issued US Government Common Access Cards (CAC), Installation badges, and/or access passes to the COR when the contract is completed or when a Contractor employee no longer requires access to the Installation or facility. The Contractor shall demonstrate compliance with all personnel identity verification procedures. If the COR determines that the

Contractor is not ensuring all access cards, badges, etc., are being returned as required under this section, the KO may take action against the Contractor to the extent allowed under the FAR and applicable supplements. Actions taken against the Contractor for their failure to comply with this requirement shall not relieve them of their duties associated with this contract. Force

Protection Condition (FPCON) impact on work levels: During FPCONs Charlie and Delta, services are discontinued. Services shall resume when the FPCON level is reduced to level

Bravo or lower. Procedures for complying with requirements addressed herein shall be included in the CQCP.

4.1.2.2 Key Control / Lock Combinations

The Contractor shall establish and implement methods of making sure all keys/key cards issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. All references to keys include key cards. No keys issued to the

Contractor by the Government shall be duplicated. The Contractor shall develop procedures covering key control that shall be included in the CQCP. Such procedures shall include turn-in of any issued keys by personnel who no longer require access to locked areas. The Contractor shall immediately report any occurrences of lost or duplicate keys/key cards to the KO. In the event keys, other than master keys, are lost or duplicated, the Contractor shall, upon direction of the KO, re-key or replace the affected lock or locks; however, the Government, at its option, may replace the affected lock or locks or perform re-keying. When the replacement of locks or re-keying is performed by the Government, the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the Contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the

Government and the total cost deducted from the monthly payment due the Contractor. The

Contractor shall prohibit the use of Government issued keys/key cards by any persons other than the Contractor's employees. The Contractor shall prohibit the opening of locked areas by

Contractor employees to permit entrance of persons other than Contractor employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the

KO. The Contractor shall establish and implement methods of ensuring that all lock combinations are not revealed to unauthorized persons.

4.1.2.3 Anti-Terrorism (AT) and Operations Security (OPSEC)

The following sections provide applicable AT / OPSEC requirements, unless otherwise noted.

4.1.2.3.1 AT Level I Training

1) All Contractor employees, to include subcontractor employees, requiring access to Army

Installations, facilities, and controlled access areas shall complete AT Level I Training within 14 days after contract start date. Employees hired after contract start date have 14 days from hire date to complete the training. The Contractor shall submit certificates of completion for each affected Contractor employee and subcontractor employee to the COR within 14 days after completion of training by all employees and subcontractor personnel. AT Level I Training is available at the following website: CAC Holders; https://jkodirect.jten.mil/ NON-CAC Holders;

http://jko.jten.mil/courses/atl1/launch.html.

2) The Contractor shall submit electronically to the KO and the COR the certificates of completion for each affected Contractor employee and subcontractor employee to the COR within 14 days after completion of training by all employees and subcontractor personnel. A cover letter that includes the employee's name and date of hire shall accompany the deliverable. The documents shall be provided in Word or Adobe pdf.

4.1.2.3.2 Access and General Protection / Security Policy and Procedures

Contractor and all associated sub-contractor employees shall comply with applicable installation, facility, and area commander Installation/facility access and local security policies and procedures (provided by Government representative). The Contractor shall also provide all information required for background checks to meet Installation access requirements to be accomplished by Director of Emergency Services (DES), and/or Security Office (SO).

Contractor workforce must comply with all personal identity verification requirements (FAR

Clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DoD, Headquarters Department of the Army (HQDA), and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON at any individual facility or Installation change, the Government may require changes in Contractor security matters or processes.

4.1.2.3.3 Contractors requiring Common Access Card (CAC)

Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated

National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled

NACI at the Office of Personnel Management.

4.1.2.3.4 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.

4.1.2.3.5 iWatch Training

The Contractor and all associated sub-contractors shall brief all employees on the local iWatch program (training standards provided by the requiring activity Anti-terrorism Officer (ATO)). This locally 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 14 days of contract award and within 14 days of new employees commencing performance on this contract. Results shall be reported to the COR NLT 14 days after completion of the training required as stated above.

4.1.2.3.6 Contractor Employees Who Require Access to Government Information Systems (IS)

All Contractor employees with access to a Government information system must be registered in the Army Training Certification Tracking System (ATCTS)

((https://atc.us.army.mil/iastar/index.php)) at the commencement of services, and must successfully complete the DoD Information Assurance Awareness training

(https://atc.us.army.mil/iastar/cyber_awareness.php) prior to access to the information systems and annually thereafter.

4.1.2.3.7 OPSEC Training

All contractor employees shall complete Level I OPSEC training per AR 530-1 within 30 days of the Contractor employees reporting for duty and annually thereafter. New Contractor employees must complete Level I OPSEC training within 30 days of their reporting for duty. All

Contractor employees must complete annual OPSEC training. OPSEC Training is available at:

https://www.iad.gov/ioss/ The Contractor shall submit certificates of completion for each affected Contractor employee and subcontractor employee to the COR within 14 days after completion of training.

4.1.2.3.8 Information Assurance (IA) / Information Technology (IT) Training

All Contractor employees and associated subcontractor employees must complete the DoD IA

Awareness training before issuance of network access and annually thereafter. All Contractor employees working IA/IT functions must comply with DoD and Army training requirements in

Department of Defense Directive (DoDD) 8570.01 Information Assurance (IA) Training, Certification, and Workforce Management, DoD 8570.01-M Information Assurance Workforce

Improvement Program, and AR 25-2 Information Assurance within six months of employment.

4.1.2.3.9 IA/IT Certification

Per DoD 8570.01-M, Defense Federal Acquisition Regulations Supplement (DFARS)

252.239.7001, and AR 25-2, Contractor employees supporting IA/IT functions shall be appropriately certified upon contract award. The baseline certification as stipulated in DoD

8570.01-M must be completed upon contract award.

4.1.2.3.10 Contractor Access to DPG

Access to DPG requires that Contractor employees voluntarily submit personal data (e.g. Name, Driver License Number, Date of birth, [Active CAC; Y or N], Email address, Company Name, and Citizenship) when applying for a DPG Identification Card. When applying for a Temporary

Access Pass (contractor shall submit the personal data a minimum of 72 hours in advance) the following personal data is required (same as above plus date of arrival, date of departure, reason for visit, and areas to be visited). This information is routinely used by DPG Law

Enforcement and Security personnel to conduct driver's license and criminal history/background checks. Adverse information revealed by such checks (e.g. outstanding criminal warrants, criminal history indicating a potential risk to DPG Installation security, or similar negative information indicating a potential security and/or law enforcement risk to DPG) may result in denial of access and/or re-entry to DPG. Delays caused by any adverse employee information do not constitute a basis for claim by the Contractor. It is the Contractor's responsibility to assure all personnel scheduled to work on the installation have acceptable backgrounds.

4.1.2.3.11 Personnel Security

1) The Contractor shall appoint a Facility Security Officer (FSO). The FSO shall provide employees with training required by DoD 5220.22-M Industrial Security Manual, DoD 5220.22-

R, Army security directives and local security directives.

2) Some of the work required by this contract may require access to restricted areas.

Occasional delays in obtaining authorization for access to these areas or escort to a work site may be anticipated. The Contractor's personnel requiring unescorted entry to restricted or other sensitive areas designated by the Installation Commander shall comply with AR 25-2 and AR

380-67 Personnel Security Program.

3) The Contractor shall have a Government Facility Security Clearance at the level indicated on

DD 254 DoD Contract Security Classification Specification [refer to Technical Exhibit (TE) 1] and a cleared facility for the storage of classified materials. Safeguarding of classified information and clearance procedures for the Contractors personnel shall be accomplished in accordance with DoD 5220.22-M and all other current relevant regulatory/guidance materials.

4) The Contractor shall request from the Defense Industrial Security Clearance Office (DISCO), P.O. Box 2499, Columbus, OH 43216-5006, and security clearances (e.g., locksmiths, alarm technicians) for personnel requiring access to classified information within 15 days after contract award.

5) The Contractor shall provide the security information to the DPG Intelligence Office prior to the end of the phase-in period and when any changes occur during the term of the contract.

6) The Counter Intelligence Office (CIO) processes National Agency Checks (NAC) for

Contractor employees who require access to restricted areas or have access to sensitive information or equipment. The Contractor shall request a waiver through the servicing CIO to process employees for an NAC that requires access to restricted areas and who do not already have a security background investigation. In DPG cleared facilities, Performing Activities shall comply with the National Industrial Security Program (NISPOM) controlled area requirements.

The CIO shall approve the establishment, the construction, and the modification of all designated controlled areas before they may be used for the storage of classified materials.

4.1.2.3.12 Security Badge Requirements

1) The Contractor is responsible for security badges issued to their employees and/or employees of their subcontractors. A designated representative (being an officer or supervisor of the Contractor) shall co-sign for each individual when obtaining the required item(s).

Additionally, the Contractor shall provide to the KO a list of employees needing badges under the awarded contract prior to initiation of work. The Contractor shall submit, to the KO with his monthly billing, a "certificate of return for all badges from the cognizant office(s) before approval for payment will be considered as follows:

Format: A fully completed and signed hard copy DPG Clearance Form shall be attached to

"certificate of return."

Distribution: The "certificate of return" shall be submitted to the KO via the COR.

Content: Per the DPG Clearance Form and "certificate of return."

The replacement cost badges are as follows:

a) Non-Proximity DPG ID Card $2.97

b) Proximity DPG ID Card $6.91

2) The above indicated replacement cost for lost items will be deducted from the Contractor's monthly billing (during the month of discovery) for item(s) not returned or lost, or the Contractor will be billed in cases where the replacement cost of lost items exceeds the amount due the

Contractor. The Contractor shall be required to have security badges issued to their personnel by DPG Visitor Control Center Bldg. 5910. DPG IDs shall be visible at all times while West of

Access Control Point 2.