Atch 1 SOW_Specs_AF66_.pdf

SPECIFICATIONS FOR CONSTRUCTION

Solicitation No.

INSTALL ELECTRICAL SERVICE FOR SIMULATOR AT

BLDG 1250

HELI OPS/90SFG/TRF

F.E. WARREN AIR FORCE BASE, WYOMING

AFGSC 90 CES/CENM

August 2020 about:blank

STATEMENT OF WORK (SOW)

FOR

UH-1N SIMULATOR ELECTRICAL INSTALL

AT

HELI OPS/90SFG/TRF

Bldg 1250, F. E. Warren AFB, WY

26 August 2020

Statement of Work For

UH-1N SIMULATOR ELECTRICAL INSTALL

1. DESCRIPTION OF SERVICE: Provide all necessary labor, equipment and materials to install the electrical system and fire alarm for a UH-1N Simulator in Building 1250.

1.1 Period Of Performance: Performance period for this contract will be no more than 90 days from the date of award.

1.2 Place Of Performance: F. E. Warren AFB, Building 1250.

1.3 Specific Requirements: The Contractor shall perform the following tasks:

1.3.1 The contractor shall provide all labor, materials, equipment, transportation, and supervision necessary for installation of the electrical and fire alarm work for the UH-1N Simulator. The work includes, but is not limited to the following features:

1.3.1.1 Use the existing QMB SAFLEX UNIT (400A, 3 pole, 600VAC) switch at the DP3 electric panel, furnish and install one 75kVA transformer and mount on the top corner of the CMU wall across from the DP3 electrical panel, mount the transformer on a built metal stand and anchor to the CMU wall, ensure vibration/noise dampener under the transformer base, repair any drywall/concrete that was damaged when installing a metal frame and mounting the transformer, ensure enough room between surfaces and the transformer for air circulation and heat mitigation, run 1” EMT electrical conduit from the DP3 electric panel to the transformer, run 2-1/2” EMT conduit from the transformer to the 208/120VAC electrical panel board, mount the 2-1/2” conduit from the truss by brackets in order to drop down above the 208/120VAC electrical panel board, add a junction box in order to pull wires if necessary, pull wires, install one 208/120VAC electrical panel board secured to a floor mount metal frame near the UH-1N Simulator (CE will confirm location), add pipe guards to help prevent the electrical panel board from getting bumped, install one main 300A breaker and one 200A breaker in the 208/120VAC electrical panel board, add one 200A disconnect/safety switch mounted on the electrical panel board (for the operators of the Simulator to easily shut the power off), run wire and flex conduit from the 200A disconnect/safety switch to the Simulator, run a grounding rod near the 208/120VAC electrical panel board with dig permit required and seal around where the grounding rod meets the floor.

1.3.1.2 Run fire alarm notification from the Simplex system to the UH-1N Simulator. Follow similar alarm notification conduit from the mechanical room, through a drop ceiling, and into the open area. Run the wire through existing conduit, from the Simplex Control Panel, until as close as possible to the new Simulator location. Follow similar conduit runs in the open area, to get to the Simulator. Connect the alarm notification to the Fire Control Panel CRF-Relay (see Simulator Map). CE will confirm the location at the Simulator.

1.3.1.3 Install missing ceiling tile and T bar above the existing electrical panel.

All work will be accomplished in accordance with Civil Engineers specifications, manufacture’s written recommendations, and all applicable safety codes.

1.3.2 The contractor is responsible for verification of all required materials and equipment, and site conditions prior to ordering materials or starting work activities.

1.3.3 Install all materials in strict accordance with the manufacturer’s printed instructions and details:

ridged, secure, plumb, level, aligned, square and straight with suitable fastening devices.

1.4 Electrical System Features: The Contractor shall connect to the supporting electrical panel and fire alarm junction box. The electrical system will have the following features, installed by the Contractor:

Electrical:

- (3) Existing electric panel DP3-install 225A fuses per NEC code 450.3B

- (1) Transformer, dry-type, 3 phase, 480 volt primary, 120/208 volt secondary, ventilated, 75 kVA (Approximate Dimensions = 30”L X 40”W X 30”H, Approximate weight = 510lbs)

- (2sqft) noise dampening pad

- (3) #2 AWG THHN wire from the electrical panel DP3 to the transformer- approximately 20’

- (1) #4 ground wire from the electrical panel DP3 to the transformer- approximately 20’

- Approximately 20 feet of 1” EMT conduit run from the electrical panel DP3 to the transformer

- (3) 300kcmil AWG THHN Wire- approximately 75’ from the transformer to the 208/120VAC

Electrical Panel Board

- (1) 250kcmil AWG THHN Wire, neutral wire- approximately 75’ from the transformer to the

208/120VAC Electrical Panel Board

- (1) #2 ground wire- approximately 75’ from the transformer to the 208/120VAC Electrical

Panel Board

- (1) 208/120VAC Electrical Panel Board

- (1) Pipe guarding for the 208/120VAC Electrical Panel Board

- (1) 300A main circuit breaker in the 208/120VAC Electrical Panel Board

- (1) 3 pole, 3phase, 208VAC, 200A circuit breaker in the 208/120VAC Electrical Panel

Board to connect to the UH-1N Simulator

- (1) ½” Grounding Rod, located near the 208/120VAC Electrical Panel Board

- (75ft) 2-1/2” EMT Conduit, from the transformer to the new Electrical Panel Board, located near the Simulator

- (1) Disconnect/Safety Switch mounted on the Electrical Panel Board, for the operators of the

Simulator to easily shut the power off

- (1) Run flex conduit from the Disconnect/Safety Switch to the Simulator

- (5) Run #3/0 wire from the 200A Disconnect/Safety Switch to the Simulator electric connection point, to include a neutral and ground wire. The ground wire can be sized smaller.

Communications:

- Approximately 220ft of ½” EMT Conduit. Running through the existing conduit until in the open area, which will reduce the L.F. of conduit to approximately 170ft

- (1) Approximately 220ft of #18/2 wire

- Coordinate with CE Shops on location and connection points at the Simulator Fire Control

Panel

Finishes:

- (100sqft) acoustical ceiling tile/T bar

Metals:

- (1) Mount the metal frame for holding the transformer on the top corner of the CMU wall across from the DP3 electrical panel

- (1) Floor mount frame to hold the 208/120VAC Electrical Panel Board

- (1) Pipe guard for the 208/120VAC Electrical Panel Board

2 GENERAL INFORMATION:

2.1 Shipping and Delivery: The Contractor is responsible for shipping all items, as well as, accepting delivery from the manufacturer or third party vendor, if applicable. All deliveries, if split, shall be held by the Contractor until all items are available for delivery and installation at the end user location. Final delivery to the user’s facility shall be coordinated with HELIOPS/90SFG/TRF no less than 15 days in advance to minimize as few deliveries as possible to mitigate impacts to ongoing work in the facility.

2.1.1 The Contractor shall protect materials during delivery, storage, handling, and installation per manufacturer's printed instructions. Materials should be placed on blocking and covered when necessary to protect from moisture, and other weather elements. Materials should be delivered in original containers or packaging with labels intact. The storage locations shall not interfere with work of other ongoing operations within the area.

2.1.2 All specified materials are to be furnished by the Contractor and of a type suitable for the purpose of proper installation.

2.2 Security: Ensure doors that lead to the outside and that are used by the contractors are secure and locked by contractors. Any questions or concerns on the building security will be addressed to the building lead for HELIOPS/90SFG/TRF.

2.3 Period of Performance: The performance period will be coordinated with the UH-1N Simulator installation, or in lieu of replacing a generator if the Simulator is already installed.

2.4 Schedule: The Contractor shall work during normal duty hours between 0800 – 1700 Monday-Friday.

Coordinate with HELIOPS/90SFG/TRF for all hours worked. The Contractor shall not work during Federal holidays as listed below, if the holiday falls on a Saturday, it is observed on Friday. The Contractor shall not work when F. E. Warren is officially closed by the installation commander, or under an emergency, or special event service. Notification of a change to work schedule will be communicated to the Contractor by HELIOPS/90SFG/TRF staff.

2.5 Site Clean-Up and Restoration: The Contractor shall ensure the work site areas and around the work site are free of any debris and materials upon completion of work each day, as well as, at the completion of the job. Sweep all areas to remove all small debris, dust footprints, etc. The Contractor shall remove and properly dispose of all materials and equipment at the completion of the job.

UH-1N Simulator Electrical and Fire Alarm Install BLDG1250ELECTRIC

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00 GENERAL REQUIREMENTS_2020

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.10 20 QUALITY CONTROL

01 57 19 ENVIRONMENTAL PROTECTION 2020

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 09 - FINISHES

09 51 00 ACOUSTICAL CEILINGS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

Forms

AF FORM 66 INSTALL ELECTRICAL SERVICE FOR SIMULATOR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS

Plans Simulator Map

Drawings

01 30 00-1

SECTION 01 30 00

GENERAL REQUIREMENTS

January 2020

PART 1 - GENERAL

1.1 TECHNICAL REPRESENTATIVE: The Commander, 90th Civil Engineer Squadron, or their designated representative, is the technical representative. This designation includes, but is not limited to, the following specific functions of this contract:

1.1.1. Technical administration and inspection.

1.1.2. Recommending approval of shop drawings, samples and materials.

1.1.3. Coordinating work operations between CES and other Base organizations.

1.2 DRAWING AND SPECIFICATIONS: Drawings and the specifications are the property of the government and shall not be used for purposes other than those contemplated by the contract.

Upon contract award, the government will make available to the contractor upon request, one complete digital copy of the plans and specifications. Any hard copies required shall be the contractor's responsibility.

1.2.1. Existing drawings are based on existing information and shall be field verified. Check and compare all drawings immediately upon their receipt and notify the contracting officer of any discrepancies.

1.2.1.1. Verify all dimensions and quantities shown and adequacy of available spaces prior to construction or ordering materials.

1.2.1.2. Discrepancies between dimensions marked on drawings and scaled measurements shall be brought to the contracting officer’s attention for clarification.

1.2.2. All as-built drawings must be altered and submitted in AutoCAD version 2014. Hard copies must also be submitted.

1.3 SUBMITTALS:

1.3.1. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

A submittal register to track and document submittals required per the specifications is provided as AF Form 66. Should a discrepancy or omission be found in the AF Form 66, the Specifications shall govern, and a submittal will be required. All submittals required of the

01 30 00-2 specifications and installed as part of the project shall require an approved submittal prior to installation.

1.3.2. Provide submittals called for by the Technical Specifications to the Contracting Officer, 90

CONS. Transmit electronically to the email address provided by the Contracting Officer.

Technical Submittal to the Contracting Office shall be submitted using AF Form 3000.

Submittals received from sources other than the Contractor will be returned without action.

1.3.2.1. Upon approval and prior to the pre-final inspection, provide one hard copy, neatly bound, organized O&M Manual to 90CES.

1.3.2.2. SAMPLES: Two (2) set, minimum. The Government will retain one (1) set.

1.3.3. Review of Technical Submittals by the Government will not be construed as a complete check but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the Contractor from responsibility for errors and omissions. The Contractor is responsible for field measurements, dimensions, design of adequate connections, details, fabrication processes, and the means, methods, techniques, and procedures for satisfactory installation.

1.3.4. Confirm that the Product Data complies with requirements of the Contract Documents before submitting.

1.3.5. No submittals for colors or finishes will be approved until all samples have been received.

1.3.6. Allow sufficient time for submittal review - The government will require a two (2) week minimum review period for all submittals. Advise Contracting Officer when processing time is critical to the progress of the work. The Government reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

1.3.7. Do NOT proceed with purchase, fabrication or installation until an approved submittal has been received.

1.3.8. After submittals have been approved, no resubmittals for the substitution of products will be considered without an acceptable explanation from the Contractor and subsequent government approval.

1.3.9. Submit a PROGRESS SCHEDULE on AF Form 3064. The Form shall be provided by the

Government. The progress schedule shall be submitted no later than ten (10) calendar days after the Notice to Proceed (NTP) is issued. The AF Form 3064 shall be submitted with an AF Form 3000.

1.3.10. Submit a PROGRESS REPORT on AF Form 3065 to the Contracting Officer and technical representative. The Form shall be provided by the Government. The progress report may be submitted bi-weekly or monthly. AF Form 3065 shall not be accompanied with an AF Form 3000.

01 30 00-3

1.3.11. An AF Form 66 shall be used for submittal tracking purposes.

1.3.12. No materials shall be purchased until the appropriate submittal is approved and NTP has been issued.

1.3.13. Submit warranty documentation to the contracting officer on an AF Form 3000, Material

Submittal form.

1.4 INDUSTRY STANDARDS:

1.4.1. General Applicability of Standards: Applicable standards of the construction industry have the same force and effect (and are made a part of the contract documents when referenced) as if copied directly into contract documents, or as if published copies were bound herewith.

1.4.2. Standards apply only to the technical aspects of manufacture, design and construction. No provision of any referenced standard, manual, or code shall change or increase the duties and responsibilities of the Government or the Contractor.

1.4.3. Reference standards (referenced directly in contract documents or by governing regulations) have precedence over non-referenced standards that are recognized in industry for applicability to work.

1.4.4. Non-referenced standards recognized in the construction industry are hereby defined, except as otherwise limited in contract documents, to have direct applicability to the work and will be so enforced for performance of the work.

1.4.5. Publication Dates: Comply with standard in effect as of date of contract documents.

1.4.5.1. Copies of Standards: Provide where needed for proper performance of the work; obtain directly from publication sources.

1.5 BUILDING CODES, LAWS, AND REGULATIONS AND BASE GOVERNING STANDARDS:

1.5.1. Comply with all FEDERAL, STATE, and LOCAL LAWS and REGULATIONS that apply to this project including those listed on the Drawings or in the Specifications.

1.5.2. Comply with the latest editions of the LIFE SAFETY CODE (NFPA 101), INTERNATIONAL

BUILDING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE,

INTERNATIONAL FUEL GAS CODE (IFGC) & THE NATIONAL ELECTRICAL CODE (NFPA 70).

1.5.3. Comply with other relevant NFPA Standards: NFPA 10-Standard for Portable Fire

Extinguishers; NFPA 13-Standard for the Installation of Sprinkler Systems; NFPA 70E- Standard for Electrical Safety in the Workplace; NFPA 72-National Fire Alarm & Signaling Code; NFPA 80-Standard for Fire Doors & other Openings Protectives; NFPA 90A-Standard for the Installation of Air Conditioning & Ventilating Systems; NFPA 90B-Standard for the Installation of Warm Air Heating & Air Conditioning Systems.

1.5.4. Comply with current AMERICANS WITH DISABILITIES ACT (ADA) & the ARCHITECTURAL

BARRIERS ACT (ABA) with Updated Guidelines & Amendments.

01 30 00-6

1.5.5. DoD Unified Facilities Criteria (UFC) 1-200-01 – DoD Building Code - provides guidance on specific Code selection & application. In many situations use of the Life Safety Code NFPA 101 is required instead of the International Building Code (IBC). This can lead to conflicts unless the requirements of this UFC are carefully followed.

1.5.6. DoD Unified Facilities Criteria (UFC) 3-600-01 - Fire Protection Engineering for Facilities, establishes fire protection engineering policy & criteria that must be followed for all new & existing facilities. It primarily requires use of the Life Safety Code (NFPA 101) & other NFPA Standards & but also requires the use of the International Building Code (IBC) in some situations. This can lead to conflicts unless the requirements of this UFC are carefully followed.

1.5.7. Comply with DoD’s Unified Facilities Criteria (UFC) publications for each trade or type of work installed including UFC 4-022-01, July 2017.

1.5.8. All work shall conform to Base Governing Standards, to include the following:

1.5.8.1. Section 01 57 19.05 32 Environmental Protection, October 2019

1.5.8.2. Telecommunication Installation Criteria (TIC)

1.5.8.3. BACNet Controls Specification

1.5.8.4. F.E. Warren Installation Facility Standards

1.5.9. Contractor is responsible for obtaining all required permits and applications necessary to perform the work they are performing.

1.6 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF FORM 103:

1.6.1. An approved "Dig Permit" is required prior to any type of excavating, trenching, digging & boring regardless of depth. Make application on "Base Civil Engineering Work Clearance Request", AF Form 103, & submit through the Base Customer Service Office (90 CES / CEOC), Bldg. 318, 307-773-3175, at least two (2) weeks before work will begin. Permits must be renewed every 14 days.

1.6.2. Only hand digging is permitted within five feet of all utilities.

1.6.3. Exploratory digging by hand or vacuum excavation is required within 5 feet either side of marked underground utilities or when crossing underground utilities. If digging is required parallel & within 10 feet of an existing utility, exploratory digging by hand or vacuum excavation is required until the location of the utility is physically confirmed.

After that, digging may be performed by machine.

1.6.4. If ground water is encountered suspend digging & notify the Contracting Officer.

1.7 SAFETY STANDARDS

1.7.1 Comply with the rules, regulations, standards and requirements of the DEPT. OF DEFENSE (DOD), WYOMING DEPT. OF ENVIRONMENTAL QUALITY (DEQ), EPA AND OSHA regarding disturbing, removing and disposing of hazardous materials.

1.7.2 Comply with CORPS OF ENGINEERS SAFETY & HEALTH REQUIREMENTS MANUAL EM 385-l-

01 30 00-7 l, November 2014, OSHA STANDARDS, and other applicable rules, regulations, standards and requirements regarding worker safety.

1.7.3 Comply with WYOMING OCCUPATIONAL HEALTH AND SAFETY RULES AND REGULATIONS

FOR CONSTRUCTION.

1.7.4 The contractor shall comply with all Air Force Occupational Safety & Health Standards, (AFOSH Standards).

1.8 PERMITS AND FEES

1.8.1 Obtain & pay for all permits that may be required for this project.

1.9 OCCUPATIONAL, SAFETY AND HEALTH SUBMITTALS

1.9.1 Health and Safety Plan Submittal: SD-60. The contractor shall prepare and submit for government review, a site/contract-specific Health and Safety Plan in accordance with Occupational Safety and Health Administration (OSHA) 29 CFR 1910.120.

1.9.2 Safety Plan: The Plan shall establish a site/contract-specific program for medical surveillance, training, hazard assessment, worker protection, site control, accident prevention and response to emergencies. Standard practices and procedures of industrial hygiene, occupational health and safety, and environmental protection shall be prescribed in the plan. The plan shall also include Safety Data Sheets (SDS) for all hazardous materials associated with the contract.

1.10 FIRE PROTECTION: Welding, Cutting, Brazing and Burning Operations.

1.10.1 An “Open Flame Permit” is required for any welding, torch cutting, sweating, brazing, grinding or similar operation using or resulting in an open flame. Make application on “Welding, Cutting & Abrasion Permit”, AF Form 592 through the Base Fire Department (90 CES / CEFT). Permits must be renewed each month. Fire extinguishers must be on hand during these operations.

1.10.2 Comply with AFOSH STD 91-25 (latest Ed.).

1.10.3 Storage of Flammables: Suitable secure storage space shall be provided by the

Contractor, outside the immediate building area for the storing of flammables or combustibles of any type. No storage will be permitted inside of the building. The storage space shall be properly identified in accordance with applicable Federal, National and Local Regulations as outlined by the Base Fire Department. Flammable or combustible

01 30 00-8 liquids being used inside the building will be kept to a minimum and removed from the building during unused periods.

1.10.4 Fire Extinguishers: Two operational fire extinguishers shall be required at each area or location where hazardous operations are being performed. These include, but are not limited to, welding, cutting, brazing, burning, soldering or melting. Operations that produce flying or dripping slag, metal or embers shall have sufficient non-combustible materials on site to protect against fire damage or personal injury due to the operation.

This may include fire resistant blankets, as required, by the Base Fire Department. When supplemental temporary heating devices are used, a fire watch will be present to cover all periods when such devices are in operation.

1.10.5 Extinguisher Requirements: Both portable fire extinguishers shall meet or exceed a rating of 4A-40BC, as listed by Underwriters Laboratory, Factory Mutual or any National Acceptable Testing Laboratory. Extinguishers not meeting this requirement are not acceptable.

1.10.6 Fire Alarms: For work operations which require any Base fire detection, alarm or suppression system to be disabled, the contractor shall request in writing a minimum of two days in advance and prior to taking the system out of operation, so that the Contracting Officer may notify the Base Fire Department of the requirement. The contractor shall also verify that the fire department has in fact been notified, prior to taking systems out of service.

1.11 PROJECT SUPERVISON AND COORDINATION:

1.11.1 The Prime Contractor shall provide a Superintendent for the project. The Superintendent shall have the authority to act on behalf of the Prime Contractor. Provide a Project Superintendent that has at least five (5) years of experience as a superintendent on similar projects. Documentation of experience shall be provided upon request of the Government. This person or a designated representative must be on site at all times when work is in progress.

1.13.1.1 Should a Superintendent be replaced, the Contractor shall submit new

Superintendent qualifications to the Contracting Officer for approval.

1.11.2 The Project Superintendent shall not serve as the Site Safety & Health Officer (SSHO) or the Contractor Quality Control (QC) person. These positions shall be held by a separate qualified person(s).

1.11.3 Each Subcontractor shall maintain, on the project at all times, a competent Foreman or representative that can act on behalf of the company on the project when work is in progress on their portion of the project.

1.11.4 The Superintendent & the Subcontractor Foremen shall cooperate & be responsible for the proper & timely layout, coordination, erection & completion of the work in accordance with the Contract Documents.

1.11.5 Each trade shall coordinate with other trades BEFORE STARTING WORK. Coordinate all dimensions, openings, block-outs & other work. Verify space constraints imposed by the work of other trades & by the structure. Layout & install work at such location, time &

01 30 00-9 manner to avoid delay or interference with other work.

1.11.6 Anticipate & resolve conflicts before work begins. Submit Requests for Information (RFIs) through the General Contractor to the Contracting Officer or authorized representative for resolution before proceeding with the work in question.

1.11.7 Coordination Drawings, General: Prepare coordination drawings where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination of work by different trades, or where coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1.11.8 In projects where Asbestos Containing Material is a known component, a “Competent

Person” with respect to asbestos shall be on the Prime Contractor’s staff throughout the duration of the entire renovation / demolition project. The “Competent Person” shall have attended both the 40-hour Asbestos Contractor / Supervisor Class that meets the requirements of the EPA Model Accreditation Program (MAP) & the 8 hours of annual refresher training. The competent person may be a subcontractor.

1.11.9 The contractor shall have a superintendent who speaks, reads, writes and understands the

English language to act for the contractor and to be available on the job site at all times the general contractor or any of his subcontractors is executing work.

1.12 WORK HOURS: Normal working hours for the Contractor will be 8:00 a.m. to 5:00 p.m., excluding

Saturdays, Sundays, and Federal holidays. Request, in writing, to the Contracting Officer, a minimum of three business days in advance of work, if work is desired during other time periods.

If inspectors are required to work other than normal duty/days solely for the benefit of the Contractor, the actual cost of inspections at overtime rates will be charged to the Contractor and an adjustment made to the contract price.

1.13 SECURITY REGULATIONS AND ACCESS TO THE BASE:

1.13.1 Coordinate access to the base with the Contracting Officer. Each worker must obtain a Base-issued Identification (ID) card before working on the Base. The Contractor shall make a request for the proposed workers in a format dictated by the Air Force on a company letterhead. The ID Card of each worker must be returned to the Air Force when that worker no longer requires access to the Base.

1.15.1.1 The project requires temporary fencing to be placed at the project sites to temporarily redefine the base boundaries during the project. Therefore, base ID cards would not be required as the intent of the temporary fence would be to allow the contractor to work outside of the base boundaries.

Should the contractor need to access/work on the base and/or work on the base side of the temporary fence, ID Cards will be required for base access.

If a worker will require base access, see 1.15.1 above for direction.

1.13.2 Comply with pertinent Air Force security regulations while working on the project.

1.13.3 All contractor and delivery vehicles shall coordinate base access through the Contracting

Officer or the Technical Representative. Should base access be needed at any time, base access locations will be coordinated during the pre-bid site visit.

01 30 00-

1.13.4 During exercises, natural disasters & national emergencies or for security reasons the Contractor may be required to vacate the work area. Delays caused by these situations or delays incurred entering & exiting the Base shall not result in any cost to the Government or justify an extension in the performance time.

1.14 PERMITS AND FEES AND NOTICES:

1.14.1 No separate payment will be made for work covered under this section. The contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the contractor. All costs associated with this section shall be included in the contract price. The contract shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, regionals, and local laws and regulations.

1.14.2 The contractor shall be responsible for obtaining and complying with all environmental permits and commitments required by Federal, State, regional, and local environmental laws and regulations.

1.14.3 Demolition Work: Contractors shall notify the Wyoming Department of Environmental

Quality (WYDEQ) for all demolition work where load-bearing members are removed.

1.15 BASE REGULATIONS: The Contractor shall conform to all Base Regulations and directives include those that pertain to security, safety, traffic, fire, and personnel clearances, insofar as they apply to the Contractor's activities, will be identified specifically at the pre-performance conference. The Contractor shall be responsible for providing and placing barricades, providing traffic control, safety watchmen and lighting and safety devices during all construction activities.

1.16 SEVERE WEATHER WARNING REQUIREMENTS: When notified by the technical representative that a severe weather warning has been issued for the area in which construction is being performed, the contractor shall immediately take action to tie down, or otherwise secure, structures, materials, and equipment on the job site that could become missiles as a result of strong surface winds, thunderstorms, or other weather-related conditions. This requirement is applicable twenty-four (24) hours a day, seven (7) days a week.

1.17 JOBSITE HOUSEKEEPING

1.17.1 Temporary Construction: Upon completion and acceptance of the construction, the contractor shall remove all signs of temporary construction facilities such as work areas, structures, and foundations of temporary structures, stockpiles of excess or waste materials, debris and other vestiges of construction. All areas shall be restored to pre-contract construction conditions, including grading, sodding and other restorations.

1.17.2 Housekeeping: The contractor shall at all times maintain well housekeeping practices.

Contractor shall maintain a neat and orderly jobsite to reduce the risk of fire damage and/or personal injury. All scrap materials, rubbish and refuse shall be removed daily from in and around the jobsite. All materials shall be stored within the approved construction areas.

1.17.3 Jobsite Drainage: Incorporate adequate drainage procedures during the construction process to eliminate excessive ponding &/or erosion.

1.17.4 Dust Control

1.17.4.1 Dust shall be minimized on and around the work site at all times; including, non-work hours, weekends and Federal legal holidays. Soil, at the site and other areas disturbed by contractor's operations, shall be sprinkled or treated with dust suppressers as necessary to control dust. Dry power sweeping will not be permitted. Vacuuming, wet mopping, wet sweeping, or wet power sweeping shall be done instead. Air blowing will be permitted only for removing non-particulate debris as from reinforcing bars. Sandblasting will not be permitted unless the dust therefore is confined. Only wet cutting of concrete blocks, concrete and asphalt will be permitted. Unnecessary shaking of bags will not be permitted where concrete mortar and plaster milling is done. For construction in building interiors, provide all work required for and actively prevent the spread of dust and debris to all portions of the building and to avoid the creation of a nuisance or hazard in the surrounding area.

1.17.4.2 Vehicle Tracking Pad Plan: Submit a plan for controlling the accumulation of dirt, debris, and dust on roadways and other surfaces adjacent to the construction site. As a minimum the plan shall include the name of the contractor and equipment to be used for cleaning the streets of this material and the measures to be taken to reduce transportation of mud onto adjacent roadways (i.e. rotating or replacing the stones in the temporary stabilized construction entrance to clean the truck tires).

1.17.5 Noise: The maximum use of "low noise emission products", as certified by the

Environmental Protection Agency, shall be made when available. Blasting or explosives will not be permitted.

1.17.6 Site Clean-up and Appearance: All work performed under this contract shall adhere to the following:

1.17.6.1 Disposal and Cleanup: Remove all debris, waste and surplus materials from the immediate work areas each day and from the premises at suitable intervals and at final completion of the project. Transport permits may be required. Disposal shall be at an off-base location at an established landfill or other site approved for the type of material being removed. Burning or burial at the project site are not acceptable disposal methods.

1.17.6.2 When hazardous, dangerous or unsanitary materials are present, refer to

Specification Section 01 57 19.

1.17.6.3 Upon completion of the project, leave interior and exterior surfaces including site and streets in a clean, sanitary, odor-free, acceptable condition, ready for operation and occupancy.

1.17.6.4 Remove temporary labels, foreign matter, dirt, dust, fingerprints, marks, stains, streaks, splatters, water spots, films, cleaning residue, paint drippings or overspray, cobwebs, mold and mildew from exposed surfaces and accessible spaces.

1.17.6.5 Use cleaning materials and procedures as recommended by the manufacturer of the surface being cleaned.

1.17.6.6 Disposal of Materials: All removed or demolished equipment & materials become the property of the Contractor unless otherwise indicated. Metals, concrete & pavement shall be recycled.

1.17.7 FINAL JOBSITE CLEANUP:

1.17.7.1 On completion of the project, leave interior & exterior surfaces including site & streets in a clean, sanitary, odor-free, acceptable condition, ready for operation & occupancy.

1.17.7.2 Remove temporary labels, foreign matter, dirt, dust, sawdust, fingerprints, marks, stains, streaks, splatters, water spots, films, cleaning residue, paint drippings or overspray, cobwebs, mold & mildew from exposed surfaces & accessible spaces.

1.17.7.3 Mop hard-surfaced floors (tile, concrete). Apply polish & the number of coats per manufacturer’s recommendations. Vacuum carpets, wash & polish glass & glossy surfaces. Wipe surfaces of mechanical & electrical equipment.

Remove excess lubrication & other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures, diffusers & lamps.

1.17.7.4 Hose down & broom all concrete slabs, walks, & paved areas. Rake clean other exterior ground surfaces.

1.17.7.5 Use cleaning materials & procedures as recommended by the manufacturer of the surface being cleaned.

1.18 TRUCK HAULING ON BASE The contractor shall follow Federal/WYDOT regulations and requirements regarding material hauling.

1.19 STAGING AREA AND WORK SITE

1.19.1 Storage and staging area will be coordinated with Government Inspector/technical representative.

1.19.2 No turf, landscape areas or exit ways shall be used for storage, staging, or parking, except as coordinated with the Government Inspector/technical representative.

1.19.3 The contractor may utilize the guard house for his office. No hard internet connection to the Base internet will be available. Contractor will need to use other means for internet access. No telephone landline will be provided. If a specific area is not indicated on the drawings, submit a “Staging Area Request” & Site Plan Sketch through the Contracting Officer. Contractor shall insure that the guard house is clean after the work is complete.

1.19.4 Vandalism: The contractor shall be responsible for safeguarding the construction site and the staging area, and all construction equipment and materials against vandalism and theft.

1.20 BARRICADES, WARNING SIGNS AND TRAFFIC CONTROL

1.20.1 Provide barricades, safety barriers, orange plastic safety fencing, warning tape between “candlesticks”, barrels, cones, signs, warning lights, flagging, flag persons & devices as appropriate to warn & control traffic & to warn & protect the workmen, users, occupants & the public. All warning signs shall be professional quality.

1.20.2 Traffic control devices & procedures shall comply with latest edition of MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

1.20.3 Barricade & lock doors & place warning signs when doors open onto/into hazardous work areas or when overhead work is occurring (such as roofing or eave & gutter work).

Coordinate with Fire Dept. (90CES/CEF - 773-2931) to assure that adequate egress is maintained.

1.21 BARRICADES, FENCES, WARNING SIGNS AND RELATED DEVICES

1.21.1 Temporary fencing will be required, as specified in Section 01 11 00 Summary of Work.

1.22 TEMPORARY SANITATION FACILITIES:

1.22.1 The contractor will be able to use the existing toilet room in the guardhouse. Permanent facilities must be utilized at all times. If personnel are found not using appropriate facilities, they may be subject to removal from project site and/or base. Contractor shall insure that the toilet room is clean after completion of the work.

1.23 COORDINATION AND PROJECT MEETINGS

1.23.1 A preconstruction conference will be scheduled by the Contracting Officer before construction begins. The conference will be held at the Base Contracting Office. The Contracting Officer will be responsible for establishing the meeting agenda. The Contractor should submit questions in writing regarding any unresolved issues.

1.23.2 Conduct weekly coordination/progress meetings at the project site as required. Prepare a written agenda for each meeting for distribution to attendees. Contractor shall coordinate meetings with the Contracting Officer and the Technical Representative. If a weekly meeting is not required, the contractor shall provide a written progress report to the government.

1.23.3 Any changes to the contract must be through the contracting officer. No other government agent has the authority to produce changes/modifications to the contract.

1.23.3.1 At the preconstruction meeting, review the progress of other construction activities, preparations for the particular activity under consideration and other relevant considerations. Consider the following: Options, Purchases, Deliveries, Shop Drawings, Product Data and Samples, Possible conflicts, Compatibility problems, Time schedules, Weather limitations, Manufacturer’s recommendations, Compatibility of materials, Acceptability of substrates, Temporary facilities, Space and access limitations, Governing regulations, Safety, Recording requirements, Protection, Interface requirements, Time, Sequences, Deliveries, Off-site fabrication problems, Access, Site utilization, Temporary facilities and services, Hours of work, Hazards and Risks, Housekeeping, Quality and work standards, Modifications, Documentation of information for payment requests, Initial installation.

1.24 CONSTRUCTION METHODS AND MEANS

1.24.1 The Contractor is solely responsible for construction means, methods, techniques, procedures, fabrication, processes, sequences, scheduling, coordination, safety precautions, safety programs and other necessary precautions during construction. The Government will NOT assume responsibility for any of these.

1.25 QUALITY CONTROL AND INSPECTION

1.25.1 The Contractor is responsible for quality control.

1.25.2 Employ & pay a qualified, independent inspection & testing agency (approved by the Government) to perform field sampling, quality control testing, special inspections, & to submit test reports required by the Technical Specifications during construction including earthwork, concrete & paving.

1.25.3 The Contractor shall ensure that all work has been inspected by a Government Technical

Representative prior to concealment.

1.25.4 The Contractor shall employ Inspectors certified by ASSE, AWWA or other recognized agency to test backflow preventer work.

1.25.5 A Government Technical Representative normally visits a project at least once a day.

1.25.6 The Contractor shall perform quality control to be inspected by the Contracting Officer or the Government Technical Representative.

1.25.7 Warranty Technical Representative: The Contractor will engage a qualified warranty technical representative acceptable to 90 CES for full-time inspections on-site to perform testing and to prepare test reports.

1.25.8 Final Inspection: Arrange for Warranty Technical Representative, as required, to inspect warrantied system(s) upon completion and submit report to 90 CES.

1.25.9 Notify 90 CES 3 business days in advance of date and time of inspection.

1.25.10 The Contractor shall repair or remove and replace components where test results or inspections indicate that they do not comply with specified requirements.

1.25.11 Additional testing and inspecting, at the contractor’s expense, will be performed to determine compliance of replaced or additional work with specified requirements.

1.26 PRE-FINAL AND FINAL INSPECTIONS

1.26.1 The Contractor shall provide the Contracting Officer or authorized Government Technical Representative with an advance notice of not less than ten (10) working days when scheduling each and every pre-final inspection. Pre-final inspections shall be scheduled such that the Contracting Officer, or authorized Government Technical Representative, is present at the work site during the inspection(s). At the pre-final inspection, the Work will be inspected by Government representatives, and the Contractor will be given notice of what items, if any, need to be corrected prior to the final inspection. The Contractor will then provide the Contracting Officer or authorized Government Technical Representative with a written advance notice of not less than five (5) working days when scheduling the final inspection. Acceptance of the Work will occur at the final. The contractor shall provide equipment to support Government inspections.

1.27 CUTTING, PATCHING, AND REPAIRING:

1.27.1 Patch, repair, replace or restore all finished or unfinished surfaces cut, disturbed or damaged by demolition and construction. Fill, seal or close all holes, voids and openings remaining after demolition activities. Finish to match adjacent surfaces in color, texture and appearance. When adjacent surfaces and finishes cannot be matched, refinish entire surface to nearest intersection.

1.27.2 Prior to any type of removal, cutting or making penetrations into existing floors, walls, ceilings or other construction, determine locations of concealed or embedded mechanical, electrical and communications piping, conduit, cabling and equipment & protect accordingly. Also verify whether these components are active, turned off or abandoned.

1.27.3 Structural Requirements: Do not cut & patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

1.27.4 Functional & Operational Limitations: Do not cut & patch elements or other components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1.27.5 Visual Requirements: Do not cut & patch exposed work in a manner that would reduce the building's aesthetic qualities or that would result in visual evidence of cutting & patching. Remove & replace any work cut & patched in a visually unsatisfactory manner.

1.27.6 Make or cut openings into existing construction as required. Provide adequate framing or structural members around openings.

1.27.7 Each trade shall coordinate all cutting, drilling & fitting with the Prime Contractor, as necessary, to install their new work & coordinate with the work of other trades as shown or reasonably implied from the drawings & specifications. Methods & procedures shall minimize damage to other work.

1.27.8 Fill, seal or close all penetrations full depth around any pipe, conduit, duct, equipment or any material that penetrates or passes through any wall, ceiling, floor or roof. Restore fire or smoke-rated construction to its original integrity using UL-tested & classified fire-rated materials and methods. Finish to match adjacent surfaces.

1.27.9 At penetrations, holes & openings through exterior, above-grade surfaces, provide flashing as appropriate per SMACNA standards & seal weather-tight. Those below grade in concrete or masonry walls shall be sealed watertight using hydraulic cement or other suitable material.

1.27.10 Patch, repair, replace or restore items cut, disturbed or damaged from any activities or operations under this contract. Fill, seal or close all nail & screw holes, other holes, openings, voids & depressions, whether existing, resulting from new work or remaining after demolition activities including mechanical & electrical work. Repair & stabilize existing openings or penetrations to make structurally sound. At larger openings, install infill of same materials as existing construction.

1.27.11 When patches or repairs do not match adjacent surfaces in finished areas, refinish entire surface to nearest intersection.

1.28 SPECIAL ALTERATION AND RENOVATION REQUIREMENTS

1.28.1 When existing finish materials or surfaces will be visible in renovated rooms & spaces, protect from damage. Cover if necessary. Refinish each material or surface as specified for comparable new work.

1.28.2 Cut, move, remove, modify or prepare existing items, surfaces & finishes as necessary for completion of alteration & renovation work. Securely fasten in place, rigid, plumb, level, square, straight, aligned, free of rack & tight to substrate. Minimize damage to other work.

1.28.3 Make smooth, even & neat transitions between new & existing work.

1.28.4 Where removal of partitions or walls results in adjacent spaces becoming one, rework floors, walls & ceiling to smooth planes without breaks, steps, offsets or bulkheads.

1.28.5 Prepare floors to receive new work including patching, repairing, leveling, providing sufficient slope where required & cleaning.

1.28.6 Reinstall materials, equipment or items that are disturbed or removed temporarily.

Comply with workmanship & other applicable provisions of technical specification sections for comparable new work. Use new screws & other fastening devices.

1.28.7 Remove existing blinds, shades, drapes & other similar items as necessary for access to the work areas. Reinstall upon completion of work.

1.29 PROTECTION AND RESTORATION OF PROPERTY

1.29.1 Contractor shall protect the existing facility, all materials and equipment to be incorporated therein, completed work, site improvements, trees, landscaping, utilities, public ways and other facilities.

1.29.2 Contractor shall promptly remedy all damage or loss resulting from activities or operations under this contract. Restore equivalent to original conditions.

1.29.3 Contractor shall restore disturbed areas to a condition equivalent to or better than that which existed previously.

1.29.4 Protect existing survey markers & monuments. If disturbed, they shall be replaced at no cost to the Government by a licensed land surveyor.

1.30 UTILITY SERVICE INTERRUPTIONS AND ROAD CLOSINGS

1.30.1 Contractor shall notify the Government in writing ten business days prior to the interruption of utility or communication services to or within the project building or to facilities used by others. No power outage shall exceed four (4) hours. The Government will coordinate the time & duration of all outages with the Using Agency & other parties.

1.30.2 Notify the Government in writing prior to the closure or partial closure of any roads or streets. A timely notice must be given to affected parties at least 10 business days prior to closure or partial closure. A traffic control plan shall be provided to the Contracting Officer for review and approval. Work shall not commence until final, written approval by Contracting Officer.

1.31 WINTERTIME SUSPENSION PERIOD

1.31.1 In the case of the winter season, the contractor will notify the Government their intent to stop weather-sensitive work operations due to weather. 90 CES will validate that the weather no longer allows work to be performed within the specifications. The project will be placed into suspension and the remaining number of period of performance (PoP) days will be documented. When the suspension is lifted, a new completion date will be established based on the remaining PoP days.

1.31.2 Temporary Utilities:

1.31.2.1 The Government will furnish reasonable amounts of temporary utilities (water, gas, electricity) from existing systems, if available, to the Contractor at no cost. The Contractor shall make and pay all costs of making connections & extensions. No metering is required for temporary utilities. Temporary utilities shall be disconnected & removed at the end of the project & conditions restored to previous state. NOTE: The existing utilities are not necessarily of the proper size & capacity to meet the Contractor’s requirements.

1.32 EXTRA FINISH MATERIALS: Provide the Government with quantities of finish materials for future repair work as called for in the technical sections. No paint is to be left on the Base.

1.33 MAINTENANCE AND WARRANTY (M & W) MANUALS:

1.33.1 Upon completion, submit to the Contracting Officer…