Attch 1-SOW B1235 Roof De-Icing_22June21.pdf

STATEMENT OF WORK

FOR

Building 1235 Install Roof De-Icing System

F. E. WARREN AIR FORCE BASE

WYOMING

TRIRIGA Opportunity # 1111272

Prepared By:

90th Civil Engineering Squadron

F.E. Warren Air Force Base, Wyoming

June 22, 2021

TABLE OF CONTENTS

1. GENERAL SCOPE AND BACKGROUND:

2. DESCRIPTION OF WORK REQUIRED:

3. CONTRACTOR PRE-QUALIFICATIONS

4. SECURITY REGULATIONS:

5. WORK SCHEDULE:

6. PERIOD OF PERFORMANCE:

7. ATTACHMENTS:

8. SPECIFICATIONS

SECTION 01 30 00 GENERAL REQUIREMENTS

SECTION 01 57 19.05 32 ENVIRONMENTAL PROTECTION

07 72 56 ROOF SNOW MELT SYSTEM

9. APPENDIX:

STATEMENT OF WORK

SCOPE OF WORK / GENERAL REQUIREMENTS

1. GENERAL SCOPE AND BACKGROUND:

a. The project is located on the east side of Building 1235 at F.E. Warren AFB, Wyoming, near two garage bay entrances.

b. The previous de-icing system was removed in 2020 to accommodate the installation of new standing seam metal roofing for Building 1235. The controllers, conduit, junction boxes, and other appurtenances remain on the building. Ice build-up has been causing an ice fall hazard.

c. The proposed work shall provide all labor, materials, equipment, accessories, and incidentals to install heat tape, downspout/gutter ice sensors, roof clamps, electrical connections, and other components to provide a functioning roof ice melt system utilizing the existing infrastructure and controllers. All work will be according to this Scope of Work (SOW), the specifications included herein, applicable codes, and as recommended by the manufacturer.

2. DESCRIPTION OF WORK REQUIRED:

a. The Contractor shall perform an investigation to verify, to the extent practical, the existing controller, conduit, junction boxes, electrical supply, and other appurtenances are in acceptable condition and of adequate size and capacity. The existing controller is an Environmental Technology, Inc. APS-40C Snow/Ice Melting Controller.

b. Provide and install ice melt/heat tape system manufactured and suitable for installation on roofs, in gutters, and in enclosed downspouts. Ice melt/heat tape cabling shall be secured to roofing and gutters using clamps or clips that do not penetrate the roof or gutter material. Holes shall not be drilled in the roof, roof seams, or gutters. Although not anticipated to be required, holes may be drilled through vertical walls and shall be properly sealed or flashed to prevent leakage.

c. The contractor is responsible for verification of all quantities, dimensions, and site conditions prior to ordering materials or starting work activities.

d. Install all materials in strict accordance with the manufacturer’s printed instructions and details.

Installation shall be rigid, secure, plumb, level, aligned, square and straight with suitable fastening devices.

e. All materials supplied by the contractor will be new and suitable for the intended use, unless otherwise indicated.

f. Dispose of all waste generated by this project according to local, state and federal regulations. Contractor shall provide container, as necessary, to contain waste materials prior to removal.

g. The existing facility, sidewalks, pavement, and landscaping shall be protected from damage due to equipment or personnel. All damage or loss shall be promptly remedied to a condition equal to or better than existing.

h. All work areas shall be cleaned of debris on a daily basis. Leave facility and work areas in a clean condition ready for use. Garage doors shall not be blocked or rendered unusable by personnel, equipment, or material storage without notice and approval of the Government.

i. Power outages and limited utility interruptions may occur in accordance with a schedule approved by the

Government. The contractor is responsible for notifying and coordinating all outages with the Government at least five (5) working days in advance of the intended outage.

j. The contractor shall immediately notify the Government of any change in conditions or modification to the project. Any changes to the work or scope must be approved by the Government and agreed to by the contractor prior to beginning the work.

k. See AF Form 66 for required submittals. The list may not be all inclusive and additional material information may be required. When doubt exists on a product, contractor shall provide a submittal.

l. The building will be occupied through the duration of the project. Provide caution tape, signage, and barricades as necessary to block access to work areas.

m. All facility work must comply with the latest edition of the International Building Code (IBC).

n. If any excavation or ground penetration is necessary, request and obtain 100% approval on a Dig Permit

(AF Form 103) prior to any digging, trenching, or below grade construction work. The Contractor must maintain utility marking throughout the project. Contractor is responsible for extending/updating dig permit until digging, trenching, or below grade construction work is completed.

o. If any welding, cutting, grinding, brazing, torch, open flame, or spark generating equipment is utilized, the contractor shall obtain a “hot work” permit from the 90 CES/CEF Fire Department prior to commencing any such work. Contractor is responsible for extending/updating “hot work” permit until such work is completed.

3. CONTRACTOR PRE-QUALIFICATIONS

a. The Government will not consider proposals until the contractor has established proper qualifications for the work to be performed. The Contracting Officer and Project Engineer reserve the right to determine if the contractor is qualified to perform work of the type, scope, and size required for this project.

b. MINIMUM REQUIREMENTS: The Government will consider the following minimum requirements in determining the qualifications of prime contractors to receive an award of contract for this project.

Failure to provide full information regarding all requirements may result in disqualification. In the event that prime contractors do not have ample experience, they may provide documentation proof of a subcontractor partnership, and employ the certification/experience of the subcontractor in lieu of self-performance.

i. Contractor shall demonstrate prior experience in installing ice melt/heat tape systems within the past five (5) years.

ii. Provide three (3) references for projects that included similar scope within last ten (10) years, to include name, position or rank, email and phone contact information, company or installation, name of project, completion date, and short description limited to 3 sentences or less.

4. SECURITY REGULATIONS:

a. The Contractor shall comply with pertinent Air Force Security regulations while working on this project.

Special security clearance such as Confidential, Secret, etc., is not required for the Contractor.

5. WORK SCHEDULE:

a. Site work hours shall be from 7:30 am to 4:30 pm. Workdays are Monday through Friday, except federal holidays. Coordinate with the Government for specific building hours and access.

6. PERIOD OF PERFORMANCE:

a. The period of performance is 90 calendar days. Project progress submittal dates are provided below from date of award.

Phase Timeline (Calendar Days)

Notice to Proceed 14

Project Submittals 28

Material Lead Time 28

Installation 14

Closeout 6

7. ATTACHMENTS:

a. Attachments are included in the Appendix and consist of:

i. Location Map

ii. Site Plan

iii. Existing condition photos 1 through 5.

iv. Typical Installation.

8. SPECIFICATIONS

SECTION 01 30 00 GENERAL REQUIREMENTS

1/2020

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. All copies of specifications and drawings 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.

1.3 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 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.

1.3.3. 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 is in compliance with requirements of the Contract Documents before submitting.

1.3.5. Allow one (1) week minimum for submittal review. 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.

1.3.6. After submittals have been approved, no resubmittals for the substitution of products will be considered without an acceptable explanation from the Contractor.

1.3.7. 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.

1.3.8. 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.

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

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

1.3.11. 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. 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 "Digging 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 month.

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 EXCAVATIONS: If utilities are to remain in place, provide adequate means of protection and repair any damage thereto resulting from work under this section.

1.7.1 Unless otherwise indicated, all new utilities passing under existing streets & paved areas shall be installed by boring procedure, NOT BY TRENCHING.

1.7.2 Place an industry standard color-coded plastic warning tape at least 4" wide within the trench above all buried utility lines.

RED --- Electric.

YELLOW --- Gas, oil, dangerous material.

ORANGE --- Communications.

BLUE --- Water.

GREEN --- Sewer.

1.7.3 When existing grade elevations are changed, adjust height of existing utility work as applicable, such as manhole rims, curb stops, cleanouts, irrigation boxes, electrical and communication boxes, and light poles.

1.7.4 Close open utility trenches at the end of each day or provide suitable barricades, fencing, or warning devices, depending upon the degree of hazard.

1.7.5 Utility Locations: Provide a third party, independent, private utility locating company to positively identify underground utilities in the work area.

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-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).

1.7.5 Take special care not to over burden roof decks during demolition and construction. If any concerns arise over roof structural integrity, notify the CO immediately.

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 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. The Project Superintendent shall have 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.

1.11.1.1 Should a Superintendent be replaced, the Contractor shall submit new Superintendent qualifications to the Contracting Officer for approval.

1.11.2 The Project Superintendent may serve as the Site Safety & Health Officer (SSHO) and the Contractor Quality Control (QC) person.

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 & 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 7:30 a.m. to 4:30 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.

1.13.2 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. Base access locations shall be coordinated during the pre-bid site visit.

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 or WSA 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 contractor 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 demotion work where load-bearing members are removed.

1.15 BASE REGULATIONS The Contractor shall conform to all Base Regulations and directives including 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 good 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 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.

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

1.17.4.1 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.

1.17.4.2 When hazardous, dangerous or unsanitary materials are present, refer to Specification Section 01 57 19.

1.17.4.3 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.

1.17.4.4 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.

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

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

1.17.5 FINAL JOBSITE CLEANUP:

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

1.17.5.2 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.

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

1.17.5.4 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. Routes for construction traffic are typically from Gate 5 but will be determined at time of bid.

1.19 STAGING AREA AND WORK SITE

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

A preliminary staging area has been included on the plans and shall be verified at time of bid.

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 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 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 SHORING AND BRACING

1.21.1 Provide all temporary shoring, bracing, & structural supports at existing & new structures & improvements as necessary to resist all loads including wind, snow, rain & temporary construction loads.

1.22 BARRICADES, FENCES, WARNING SIGNS AND RELATED DEVICES

1.22.1 Project Fencing:

1.22.1.1 NOT required.

1.23 TEMPORARY SANITATION FACILITIES:

1.23.1 No restrooms are available at the project site. All temporary sewer/sanitation facilities shall be self-contained units with both urinal and toilet capabilities. The units shall be sufficiently ventilated to control odors and fumes and should be emptied and cleaned at least every week or more often if required by the technical representative. Temporary or 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.

1.24 COORDINATION AND PROJECT MEETINGS

1.24.1 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.

1.24.2 Conduct weekly coordination / progress meetings at the project site. Prepare a written agenda for each meeting for distribution to attendees. Contractor shall coordinate meetings with the Contracting Officer and the COR.

1.24.3 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.

1.24.3.1 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.

1.25 CONSTRUCTION METHODS AND MEANS

1.25.1 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.

1.26 QUALITY CONTROL AND INSPECTION

1.26.1 The Contractor is responsible for quality control.

1.26.2 The Contractor shall ensure that all work has been inspected by a Government Technical Representative prior to concealment.

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

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

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

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

1.27 PRE-FINAL AND FINAL INSPECTIONS

1.27.1 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.

1.28 CUTTING, PATCHING, AND REPAIRING:

1.28.1 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.

1.28.2 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.

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

1.28.4 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.

1.28.5 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.

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

1.28.7 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.

1.28.8 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.

1.28.9 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.

1.28.10 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.

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

1.29 SPECIAL REQUIREMENTS FOR SITE UTILITIES:

1.29.1 Meet with Electrical Shop representative prior to the start of work to review applicable shut-off locations and connection points. Coordination should be initiated with the Government representative.

1.30 PROTECTION AND RESTORATION OF PROPERTY

1.30.1 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.

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

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

1.31 UTILITY SERVICE INTERRUPTIONS AND ROAD CLOSINGS

1.31.1 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.

1.31.2 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 5 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.

1.32 WINTERTIME SUSPENSION PERIOD

1.32.1 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 whether 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.

1.32.2 Temporary Utilities:

1.32.2.1 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.

1.32.2.2 When water is used for any purpose, install a certified backflow preventer complying with Wyoming DEQ requirements & Base policy. Notify & coordinate with the Fire Department (773-2931) & the Plumbing Shop (773-2792) when a fire hydrant will be used for watering.

1.32.2.2.1 Contractors will have the choice of only two hydrants, designated by Water & Fuel Systems Maintenance (WFSM), to use while conducting on base construction. Designated fire hydrants will need a certified backflow preventer installed before use. If there is a legitimate need to use a hydrant other than one of the two designated, accommodations may be made only after the situation is coordinated and approved by WFSM.

1.32.2.2.1.1 Should a fire hydrant other than the two designated by WFSM be approved for use, the Contractor shall be responsible for coordinating with WFSM and for supplying and installing the required backflow preventer.

1.32.2.2.2 Contractors must contact WFSM, 307-773-2792, during normal business hours, M-F 0730-1630, and before initial use to verify it is being used for on base construction only. There will also be signs posted at the sites with then WSFM contact information. Contractors will need to visit WFSM, in Building 316, to provide necessary project details. Once projects are confirmed, WFSM will brief the locations of the two hydrants available and install a certified backflow on the hydrant to be used. Contractors will then be free to use the hydrant throughout the duration of the project.

1.32.2.2.3 Fire hydrants being used by contractors must always be in the fully closed or fully open position. No throttling of the hydrant is allowed. WFSM personnel will brief contractors on how the fire hydrant is to be operated upon backflow preventer installation. `

1.33 MAINTENANCE AND WARRANTY (M & W) MANUALS:

1.33.1 Upon completion, submit to the Contracting Officer maintenance and warranty manuals in electronic format. All pages shall be neatly typed and arranged in appropriate categories. Organize the data into an orderly sequence based on the Table of Contents of the Specifications.

1.33.2 Include the following:

1.33.2.1 Title page including name of project, date, and preparer.

1.33.2.2 Table of Contents

1.33.2.3 Directory listing company name, contact person, address, and telephone number of General Contractor, all Subcontractors, and Supplier.

1.33.2.4 Manufacturer’s product data sheets and detailed diagrams when required by the Technical Specifications.

1.33.2.5 Special instructions regarding product operation, maintenance, and trouble-shooting when required by the Technical Specifications.

1.33.2.6 Copies of all manufacturers’ guarantees and warranties exceeding one year.

1.34 SECURITY: The contractor shall:

1.34.1 Protect all Government property.

1.34.2 Comply with Air Force base physical security regulations and procedures, as specified herein and briefed at the pre-construction conference.

1.35 OPSEC:

1.35.1 The Contractor must adhere to Operations Security (OPSEC) requirements.

PART 2 – PRODUCTS

Not Used

PART 3 – EXECUTION

Not Used

END SECTION

SECTION 01 57 19.05 32 ENVIRONMENTAL PROTECTION

LAST REVISED: 10/2019

The information herein is provided for contract informational purposes and to supplement the Environmental Schedule of Materials Submittals, Form 66. This information should not be relied upon for legal or compliance purposes. Contractors should consult their legal counsel for applicability, interpretation, and compliance with local, state, and Federal rules and regulations.

1. REFERENCES

The publications listed below form a part of this specification to the extent referenced and are available upon request by the contractor. All references listed in this specification are intended to be the current version or edition, unless specifically identified otherwise. Contractors shall comply with all local, state, and Federal laws and regulations including, but not limited to: Occupational Safety & Health Act (OSHA), Environmental Protection Agency (EPA), Wyoming Department of Environmental Quality (WYDEQ), Nebraska Department of Environmental Quality (NDEQ), Colorado Department of Public Health and Environment (CDPHE), Nebraska State Fire Marshal, Colorado Division of Oil and Public Safety and U. S. Air Force requirements.

AFI 32-1067 Water and Fuel Systems AFI 32-7001 Environmental Management AFI 32-7042 Waste Management AFI 32-7064 Integrated Natural Resources Management AFI 32-7065 Cultural Resources Management Program AFI 32-7086 Hazardous Materials Management 24 CFR 35 Lead-Based Paint Poisoning Prevention in Certain Residential Structures 29 CFR Occupational Safety and Health Administration 40 CFR Environmental Protection Agency 48 CFR Federal Acquisition Regulations 49 CFR Department of Transportation DoDI 4715.4 Pollution Prevention DoDI 4715.17 Environmental Management System EO 13834 Efficient Federal Operations 90 MW Plan 32-2 F. E. Warren AFB Hazardous Waste Plan USACE EM 385-1-1 (2014) U.S. Army Corps of Engineers Safety and Health Requirements Manual USACE Y-87-1 U.S. Army Corps of Engineers, Wetlands Delineation Manual WYDEQ Regulations Wyoming Department of Environmental Quality Regulations NDEQ Regulations Nebraska Department of Environmental Quality Regulations CDPHE 5 CCR Colorado Department of Public Health & Environment Regulation Laramie County Laramie County Small Wastewater System Regulations Regulations EISA Sec 438 Energy Independence and Security Act of 2007 Section 438

1.1. Terms

90 CES/CEIE - 90th Civil Engineer Squadron Environmental Element

90 MW – 90th Missile Wing

Acutely Hazardous Waste – Defined by 40 CFR 261, Subpart B as any waste that contains such dangerous chemicals that it could pose a threat to human health and the environment even when properly managed.

The EPA includes in this category waste shown to be fatal to humans in low doses, those shown in animal studies to have specific toxicities, and explosives.

AFI – Air Force Instruction

BMPs – Best Management Practices

CFR – Code of Federal Regulations

Chemical Wastes – Includes salts, acids, alkalis, herbicides, pesticides, and organic chemicals.

Construction and Demolition Debris – the waste building materials, packaging, and rubble resulting from construction, remodeling, repair, and demolition operations on pavements, houses, commercial buildings and other structures.

Contracting Officer – Federal Acquisition Regulation (FAR 2.101) “Contracting officer” means a person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the contracting officer acting within the limits of their authority as delegated by the contracting officer. “Administrative contracting officer (ACO)’’ refers to a contracting officer who is administering contracts. “Termination contracting officer (TCO)” refers to a contracting officer who is settling terminated contracts. A single contracting officer may be responsible for duties in any or all of these areas. Reference in this regulation (48 CFR Chapter 1) to administrative contracting officer or termination contracting officer does not; require that a duty be performed at a particular office or activity or; restrict in any way a contracting officer in the performance of any duty properly assigned.

Cultural Resource – Any building, structure, object, site or district that is listed in or eligible for listing in the National Register of Historic Places. This includes properties that are contributing elements to the Fort D.

A. Russell National Historic Landmark District.

Debris – Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

DoD – Department of Defense

DoDI – Department of Defense Instruction

EO – Executive Order

FEW – F. E. Warren Air Force Base in its entirety including the Base proper and all Missile Alert Facilities (MAFs) and Launch Facilities (LFs) in the states of Wyoming, Colorado and Nebraska.

Garbage – Per WYDEQ SW Mgmt Rules Chapter 15 Solid Waste Management Rules & Regulations Section

2. Definitions. (g) “Garbage” means any putrescible solid or semi-solid animal and/or vegetable waste material resulting from the handling, preparation, cooking, serving and consumption of food.

Hazardous Chemical – Per 29 CFR 1910.1200(c); any chemical which is a physical hazard or a health hazard.

Hazardous Material (HAZMAT) – Includes all items (including medical supply items, but excluding drugs in their finished form and pharmaceuticals in individually-issued items) covered under Emergency Planning & Community Right-To-Know Act (or other host nation, Federal, State, or local) tracking requirement, the OSHA HAZCOM Standard, all Class I and Class II Ozone Depleting Substances and all materials containing Green House Gases.

Health Hazard – Per 29 CFR 1910.1200(c); a chemical for which there is…