Attachment 1 SOW and SPECS (Rev. 1).pdf

JBER

Joint Base Elmendorf-Richardson

ALASKA

FXSB 20-5250M

EARTHQUAKE REPAIR B7053, 7076, 7083, 7179,

8005, 9311, 10364, 10366, 11369, 16670, 16673

REV 1 – IN RED

D E P A R T M E N T O F T H E A I R F O R C E

673 R D C I V I L E N G I N E E R S Q U A D R O N ( P A C A F )

J B E R A L A S K A 9 9 5 0 6

FXSB 20-5250M

EARTHQUAKE REPAIR 7053, 7076, 7083, 7179, 8005, 9311, 10364, 10366,

11369, 16670, 16673

SPECIFICATION INDEX

SECTION TITLE

01020 STATEMENT OF WORK

OPEN MARKET GENERAL SPECIFICATIONS

JBER TELECOMMUNICATIONS INSTALLATION STANDARDS

SUPPLIMENTAL HAZMAT SPECIFICATIONS

REVISED JBER CAD GIS RECORD DRAWING DESIGN AND AS

BUILT STANDARD

STATEMENT OF WORK

SECTION 01020

EARTHQUAKE REPAIR, BLDG 7053, 7076, 7083, 7179, 8005, 9311, 10364, 10366,

11369, 16670, 16673

FXSB 20-5250M

SECTION 1: GENERAL

1.1 The intent of this project is to repair damages to buildings 7053, 7076, 7083, 7179, 8005, 9311, 10364, 10366, 11369, 16670, and 16673 sustained as a result of the earthquake affecting the Anchorage area on 30 November 2018.

1.2 This is intended to be bid as an Open Market Construction Contract.

SECTION 2: PROJECT INFORMATION

2.1 PROJECT DESCRIPTION: Provide repairs for buildings 7053, 7076, 7083, 7179, 8005, 9311, 10364, 10366, 11369, 16670, and 16673 as indicated on the attached drawing(s). Damage shown on drawings are assigned a Repair Code. Refer to Schedule of Repairs on Sheet 1 of drawings to define repair(s). Project consist of repair/patching, and painting to match various interior and exterior cracking, and other earthquake related damage as designated on the attached drawings. Currently, there has been no asbestos containing material (ACM) or lead based paint (LBP) detected in areas of repair. If ACM or LBP is detected in areas of repair, contact 673 CONS Contracting Officer. Whenever remediation is required, it shall be limited to the minimum area necessary to satisfactorily complete the associated repair.

2.2 PROJECT LOCATION: Joint Base Elmendorf‐Richardson (JBER) is located on the northern edge of Anchorage, Alaska and is accessible from the Glenn Highway at Boniface Parkway. The project locations are on the Elmendorf side of the installation.

Refer to site plan for location.

2.3 UNIQUE REQUIREMENT: Project to be implemented to accommodate user needs of the facility. A work plan shall be presented to the various users for coordination and acceptance of user needs. Buildings 16670 and 16673 are located on the airfield and are high use, high security areas. Devices that have photographic capability are not allowed on the flightline. Gate access to the flightline will be granted by the Airfield Manager.

Strict adherence to the procedures for these access points is mandatory and the contractor will be briefed by the Air Field Manager prior to construction. Of particular importance is the necessity to protect users and occupants of the facility from falling debris and life safety issues. Contractor staging areas will be identified by the Facility Manager, Fire Department and 673 CES/CENMP. Safety areas and caution notices are to be provided by the contractor.

2.4 PROJECT DURATION: Contractor shall have 120 days to complete the project from the Notice to Proceed date.

Repair Earthquake Damage - Bldg 7053, 7083, 7179, 8005, 9311, 10364, 10366, 11369, 16670, 16673

01020-2

SECTION 3: GENERAL REQUIREMENTS

3.1 PROJECT WORKING HOURS: Project hours are standard work hours

3.2 QUALITY CONTROL: The contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the Contract Clause 52.246-12 entitled “Inspection of Construction”. The quality control system shall consist of plans, procedures, and organization necessary to manage all purchase orders to produce end products which comply with the contract requirements. The system shall cover all construction operations, both on site and off site, and shall be keyed to the proposed construction sequence. The government will hold the contractor’s project manager responsible for the quality of work on the job.

The contractor’s PM is subject to removal by the Contracting Officer for non-compliance with quality requirements specified in the contract.

3.2.1 After the Pre-construction Conference before start of construction on the first Purchase Order, and prior to acceptance by the Government of the Quality Control Plan, the contractor shall meet with the Contracting Officer or his/her authorized representative to discuss the contractor's quality control system. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both on-site and off-site work, and the interrelationship of contractor's management and control with the Government's quality assurance.

Minutes of the meeting shall be prepared by the contractor, approved and signed by both the Contracting Officer and CES Representative. The minutes shall become a part of the contract file within 3 working days.

There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures that may require corrective action by the contractor.

3.2.2 Superintendence by the Contractor: The Contractor shall provide full‐time on site supervision in accordance with FARS clause 52.236‐6. This FARS clause shall be strictly enforced.

3.2.3 FARS 52.236‐6: At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

3.2.4 All demolished materials shall be disposed of according to JBER, State, and Federal regulations.

01020-3

3.3 TECHNICAL REQUIREMENTS: Refer to attached specifications. Products specified are non‐proprietary unless noted otherwise. Except as noted, products specifying one manufacturer’s salient features, including performance standards, sizes/capacity, warranty, etc., may be substituted with a product of equal or better quality.

3.4 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. Contractor shall field verify all measurements, quantities, or values stated by the Government. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

3.5 WORKSITE: The contractor shall limit the work to the areas indicated by the government. The contractor shall make every effort not to disturb or obstruct portions of the facilities still occupied by the government. The contractor shall coordinate and schedule work with the 673 CES/CENMP office prior to the start of any operation.

The contractor shall dispose of all construction debris off base at an approved disposal facility. The main entry to the facilities shall be maintained at all time during the construction project. Contractor to maintain vigilance for life safety of facility users entering and leaving the facility by posting signs and barriers for safety.

3.6 SITE SECURITY AND PROTECTION: The contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site. The contractor shall protect the site from damage from weather, vandalism, and/or theft.

3.7 DAMAGE TO EXISTING SITE CONDITIONS: The contractor shall be responsible to repair any and all damage incurred to existing Real Property/Grounds due to poor workmanship at no cost to the government. Contractor shall not park or drive on sidewalk or grassy/snowy areas. Damage incurred shall be repaired at no cost to the government.

3.8 HEALTH/SAFETY: The contractor shall be responsible for compliance with OSHA, AFOSH, and AKOSH standards. The contractor shall maintain a clean and debris free site at all times. The contractor shall keep driveways and entrances into and around the work site clear at all times. The contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated. The contractor shall minimize storage of materials and equipment on site. Contractor staging areas to be identified by 673 CES/CENMP and building occupants.

3.9 GREEN PROCUREMENT: Contractor must incorporate “green procurement” principles into the design of their projects. Specifically, consult the EPA’s web site at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

3.10 PROJECT SCHEDULE: The Contractor shall prepare a baseline project schedule incorporating all aspects in support of completing the project. Consideration shall be given to the sequence of phases (including review periods and meetings), standard construction/repair activities, and duration of tasks, submittal and procurement of

01020-4 materials. The schedule shall include material submittal dates coordinated with the AF Form 66, and allow for review periods prior to material procurement. (Including identification of items with long lead times), and climatic conditions (including seasonal periods for roof work, site work, etc.).

3.11 The project schedule shall be in the form of a computer‐generated bar chart, using industry standard software. The schedule shall include major design and construction milestone dates, breakdown the project into distinct tasks, show which tasks will be accomplished simultaneously, and indicate the critical path.

3.11.1 The initial baseline schedule shall be available for review at the “kick‐off” meeting with stakeholders. The schedule shall be updated at monthly intervals or when the schedule has been revised. The updated schedule shall reflect actual activity progress and plan for completing the remaining work, and reflect any changes to critical path or final completion date. All schedule updates shall be provided to the Government.

3.12 PROJECT STATUS UPDATE / WORK SCHEDULING MEETINGS: At the request of the Contracting Officer, project status/scheduling meetings may be held at a mutually agreed upon day, time and location on JBER.

3.13 WASTE MANAGEMENT: Reference open market construction contract general specifications and contract provisions. Provide suitably sized dumpster, rubbish handling and removal services to ensure that all waste is contained and not subject to dispersal. Provide containers that can be closed, locked, and sealed from unauthorized use and bear/wildlife access. All hazardous waste (HW) generated by the contractor on Joint Base Elmendorf-Richardson (JBER) will be managed by the contractor in accordance with federal regulation applicable to large quantity generators (LQGs) of HW. All universal waste (UW) handled by the contractor on JBER will be managed by the contractor in accordance with federal regulation applicable to large quantity handlers (LQHs) of UW.

3.14 TOXICS: Manage and dispose of contaminated waste: (a) PCB in accordance with 40 CFR 761, (b) asbestos in accordance with 40 CFR 61, (c) lead in accordance with 40 CFR 745.

3.15 STAGING/MATERIAL STORAGE Reference open market construction contract general specifications and contract provisions. The Contractor shall not block roads or access lanes, utilize parking lots, building entrances, or any area needed for potential utility servicing during the execution of this project. Coordinate areas with 673 CES/CENMP and 673 CONS/PKA.

3.16 EXISTING CONDITIONS: Dispose of any hazardous waste & PCBs/toxic materials in accordance with State and Federal regulations and JBER

SUPPLIMENTAL HAZ-MAT SPECIFICATIONS.

01020-5

SECTION 4: BUILDING SPECIFIC REQUIREMENTS

4.1 BUILDING 7053

4.1.1 REPAIR:

4.1.1.1 Patch/repair existing Gypsum Wall Board (GWB) damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer and match existing paint color and sheen.

Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.1.1.2 Patch/repair existing exterior Stucco damages identified on drawings. Prep and paint to match existing finish. Paint must be minimum two coats applied over a coat of primer and match existing paint color and sheen. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.1.1.3 Remove existing window caulk in areas only associated with Stucco damages, prep, and re-caulk. Contractor must submit all materials for Government approval.

4.1.1.4 Replace 2 windows identified on drawings. Windows must match existing in type and design. Contractor must submit all materials for Government approval.

4.2 BUILDING 7076

4.2.1 REPAIR:

4.2.1.1 Patch/repair existing Gypsum Wall Board (GWB) damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer and match existing paint color and sheen.

Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.2.1.2 Remove existing caulk, prep, and re-caulk architectural exterior ledge identified on drawings. Contractor must submit all materials for Government approval.

4.2.1.3 Remove existing bottom exterior tile, prep, and install elastomeric crack-prevention membrane identified on drawings. Contractor must submit all materials for Government approval.

4.2.1.4 Prep and install missing exterior tile. Contractor must submit all materials for Government approval.

4.3 BUILDING 7083

4.3.1 REPAIR:

01020-6

4.3.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer and match existing paint color and sheen. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.3.1.2 Remove existing caulk, prep, and re-caulk seismic joint flashing identified on drawings. Seismic joint flashing must be flush with walls on all sides. Contractor must submit all materials for Government approval.

4.4 BUILDING 7179

4.4.1 REPAIR:

4.4.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer and match existing paint color and sheen. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.5 BUILDING 8005

4.5.1 REPAIR:

4.5.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer and match existing paint color and sheen. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.6 BUILDING 9311

4.6.1 DEMOLITION:

4.6.1.1 Demolish and dispose of existing suspended ceiling grid (where shown on drawings).

4.6.1.2 Demolish and dispose of existing light fixtures and any associated cloth covered electrical wiring encountered during the project.

4.6.1.3 Demolish and dispose of existing trim around ceiling grid.

4.6.2 NEW WORK:

4.6.2.1 Structural

4.6.2.1.1 Provide and install 1/2” on center steel rod bracing to stabilize 3 truncated truss (where shown on drawings).

Steel rod bracing to be bolted to top and bottom chords of existing truss using typical bolted rod brace connection with hillside washer. Steel rod shall be ASTM A449 rod.

4.6.2.2 Finishes

01020-7

4.6.2.2.1 Provide and install new suspended ceiling grid and

panels. New grid shall be hung at the highest possible elevation without exposing HVAC ducting and/or the communications cabling. Grid shall be 2’x2’ size, 9/16” T Bar with 5/8” tegular style mineral fiber, smooth or semi-smooth faced acoustical panels, with manufacturer recommended seismic clips. Contractor must submit system (including panels) for approval and selection prior to install. The Users shall have selection of all colors available, regardless of which color group they are in. Contractor must supply an additional 5 panels for future material replacements.

4.6.2.3 Electrical

4.6.2.3.1 All electrical work must be done IAW UFC 3-520-01

Interior Electrical Systems and UFC 3-530-01 Lighting Systems.

4.6.2.3.2 Replace the existing six florescent/light fixtures to include lamps, and provide and install new 6” x 4’ LED flush lens light fixtures. New fixtures shall be 4000K color temperature, CRI 80+, 4000 lumens.

Approximate locations and quantities shown on the conceptual drawing E-1. The LED lighting fixtures shall not exceed 9 fixtures. The designer & installer shall refer to UFC 3-520-01. Contractor shall test and trace the existing circuits for the corridor lighting and provide the load and lighting calculations for this area and submit to the Government for approval. Contractor must provide all new wiring, LED fixtures, and light diffusers needed to create an evenly distributed system.

Flex conduit is not allowed except for light fixture whips. Submit all materials for Government approval.

4.6.2.3.3 The Contractor must provide the Government which

circuits they are tying into in the hangar, and what the current load is on that circuit, for Government approval.

4.6.2.3.4 Provide a 3-way switch at each entry/exit of the room to control the new LED light fixtures.

4.6.2.3.5 All new devices and wiring must be tested successfully by the contractor.

4.6.2.4 Electronic Safety and Security

01020-8

4.6.2.4.1 Any existing fire alarm devices will remain in place.

Contractor must test and confirm function of any fire alarm device disturbed during construction. If the fire alarm items were to be disturbed then the contractor must do 10% sample testing of the fire alarm testing.

Contractor shall schedule testing and acceptance with Fire Prevention Office at least 10 days in advance.

4.6 BUILDING 10364

4.6.1 REPAIR:

4.6.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer. User to select paint colors and sheen, with contractor allowing up to four different paint colors to be chosen for accent effects. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.7 BUILDING 10366

4.7.1 REPAIR:

4.7.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer. User to select paint colors and sheen, with contractor allowing up to four different paint colors to be chosen for accent effects. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.8 BUILDING 11369

4.8.1 REPAIR:

4.8.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer. User to select paint colors and sheen, with contractor allowing up to four different paint colors to be chosen for accent effects. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.9 BUILDING 16670

4.9.1 REPAIR:

4.9.1.1 Patch/repair existing GWB damages identified on drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer. User to select paint colors and sheen, with contractor allowing up to four

01020-9 different paint colors to be chosen for accent effects. Contractor must submit physical paint samples for selection, not an electronic or printed image.

4.10 BUILDING 16673

4.10.1 REPAIR:

4.10.1.1 Patch/repair existing GWB damages identified on

drawings. Tape GWB, sand, prep, and paint to ASTM Level 4 finish. Paint must be minimum two coats applied over a coat of primer. User to select paint colors and sheen, with contractor allowing up to four different paint colors to be chosen for accent effects. Contractor must submit physical paint samples for selection, not an electronic or printed image.

SECTION 5: ATTACHMENTS

5.1 DRAWINGS

5.2 REFERENCE PHOTOS

5.3 SPECIFICATIONS

SECTION 6: PROJECT MANAGER/INSPECTOR

6.1 Jason Putt, Project Manager

jason.putt.1@us.af.mil Phone: 384‐0464

6.2 SrA Trevor Harder, Construction Management

trevor.harder@us.af.mil Phone: 384-3077 mailto:jason.putt.1@us.af.mil mailto:trevor.harder@us.af.mil

OPEN MARKET CONSTRUCTION CONTRACT

GENERAL SPECIFICATIONS AND CONTRACT PROVISIONS

OPEN MARKET CONSTRUCTION

CONTRACT

Joint Base Elmendorf-Richardson, Alaska

GENERAL SPECIFICATIONS

AND

CONTRACT PROVISIONS

13 March 2020

TABLE OF CONTENTS

SECTION DESCRIPTION PAGES

01000 GENERAL CONTRACT REQUIREMENTS 3 thru 5

01100 GENERAL SITE REQUIREMENTS 6 thru 17

01500 ENVIRONMENTAL CONTROLS 18 thru 24

01600 MANAGEMENT OF HAZARDOUS WASTE 25 thru 32

Section 01000 General Contract Requirements

1. Contract Description

1.1. The contract description is fully explained in the Statement of Work, Performance Work

Statement or Statement of Objectives and all associated drawings and other attachments. The following are the general specifications and contract provisions that supplement and further outline the contractual and administrative actions required. If there are any questions regarding the information contained herein they should be addressed at the site visit or during the questions and answers period identified in the solicitation.

2. Contract Requirements

2.1.1 Drawings. When required, design drawings submitted by the Contractor shall show the basic layout and planning of work. Shop drawings shall show in detail the proposed fabrication and assembly of structural elements and/or the installation (i.e. form fit, and attachment details) of materials or equipment. Drawings must have sufficient detail to enable both the Contractor and the Government to understand the work to be accomplished. For the purpose of this requirement, the term drawings includes actual construction drawings, shop drawings, fabrication drawings, erection drawings, diagrams, layouts, schematics, descriptive literature, illustrations, room finish schedules, lighting/panel schedules, lighting level analysis plans, load/distribution schedules/calculations, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions as may be required.

2.1.2 Schedule of Material Submittals. The Contractor shall provide as a minimum, all submittals identified in the AF Form 66, Schedule of Material Submittals. The submittals shall include all reports, construction materials, and documentation that have a material effect on the construction effort including, but not limited to: large purchase items; long-lead items; required reports; and as-built drawings.

2.2 Meetings and Conferences

2.2.1 Pre-Construction Conference: The Contractor shall schedule a pre-construction conference prior to issuing a start work notice on any project, unless the requirement is waived by the Government. The

Contractor shall reach out to the Project Manager and Contracting Specialist assigned to the project to schedule the meeting. The Project Manager will coordinate attendance of the Project Inspector, Base

Environmental, the customer and any other applicable government party. The meeting shall be

Contractor led and will discuss all aspects of the required work for a purchase order. At a minimum there should be a review of all material submittals, drawings, SOW review, schedule review, safety and accident protection, coordination’s required, HAZMAT and Universal Waste storage/disposal, administrative issues, traffic control, as-built criteria, performance requirements, security procedures, and any questions the Contractor may have. Plan on these meetings taking about 60 minutes.

3. Working Hours-

3.1 Standard Working Hours. Monday through Friday, 7:30 a.m. to 4:30 p.m, excluding Saturdays, Sundays, and Federal Holidays. If the contractor desires to work during non-standard working hours, on a standard working hour’s purchase order, additional Government inspection forces may be required. The contractor shall notify the Contracting Officer and Inspector in writing by email, three working days in advance of his/her intention to work during periods other than Standard Working

Hours.

3.1.1 This notification shall allow the inquiry into the availability of additional Government Inspectors. If the Contracting Officer confirms that additional Government Inspectors are reasonably available, the

Contracting Officer may authorize the contractor to perform work during periods other than standard working hours. However, if the Government Inspectors are required to perform in excess of their normal duty days solely for the benefit of the contractor, the actual cost of inspection at overtime rates may be charged to the contractor.

4. Submittals

4.1. Upon issuance of a Purchase Order, the contractor shall provide submittals as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings.

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

4.2. All submittals shall be submitted on an Air Force Form 3000 Material Approval Submittal

(20030901 version or most current version).

4.2.1. The contractor shall fill out the AF 3000 listing of equipment and materials that are required; this list may not be all inclusive and additional submittals may be required. Submit the material submittals and shop drawings to the Contracting Officer for approval within fourteen (14) calendar days after issuance of the Notice to Proceed for each purchase order unless otherwise specified in the AF66. If additional time is required by the contractor to provide specific submittals, the contractor shall identify the submittals requiring the time extension and request an extension from the Contracting

Officer; including the reason for the needed time extension and the date the submittals will be provided. The extension must be approved by the Contracting Officer.

4.3. Submittals shall include items such as: contractor’s work plans / schedules, material submittal register, samples, brochures, manufacturers data, product data sheets, shop drawings and/or certificates of materials (relative to the construction execution), contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; Hazardous Materials Safety Data Sheets, and other such required submittals.

4.4. Contractor shall plan for, and submit all submittals requiring Government approval prior to the acquisition of the material or equipment covered thereby. If the material submittals provided are in variance from the design criteria and/or contract specifications, the contractor shall describe such variations in writing at the time of submission and request a variance from the design criteria and/or contract specifications in accordance with the terms and conditions of the contract. Failure to provide such notification will not relieve the contractor from his responsibility of meeting the design criteria and/or contract specifications regardless of whether or not the submittal is approved by the

Government.

4.5. Submittal Classifications: Submittals are classified as follows:

4.6.1. Government Approved: Governmental approval is required for critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as indicated on the Submittal Register or as designated by the Contracting Officer. Within the terms of the

Contract Clause entitled “Specifications and Drawings for Construction,” they are considered to be

“shop drawings”.

4.6.2. Approved Submittals: The Contracting Officer’s approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailed and other information are satisfactory. Approval will not relieve the contractor of the responsibility for any error that may exist.

4.6.3. Disapproved Submittals: The contractor shall make all corrections required by the Contracting

Officer and furnish a corrected submittal. Corrected submittals shall be submitted within three (3) working days, or as required by the disapproved submittal, after receipt of disapproval, in the form and number of copies specified for the initial submittal. If the contractor considers any correction indicated on the submittals to constitute a contract change a notice shall be given promptly to the

Contracting Officer.

5. Interruption of Work

5.1. If it becomes necessary to interrupt work activities in buildings and/or areas for construction purposes

(except as otherwise described in the purchase order), the contractor shall request permission, in writing, from the Contracting Officer no less than twenty one (21) working days in advance. The contractor shall submit written requests for approved street closings no less than twenty one (21) working days prior to closing of the street. Requests shall stipulate the location of the work, the time at which the shutdown will occur, and the duration of the closure. Closures shall be kept to a minimum both in number and duration. Where multiple closures are required, as many as can be accurately scheduled shall be submitted as a group. Contractor must receive written approval of any requested interruption or closure plan prior to implementing the requested closure.

6. Project Coordination

6.1 Temporary construction. Any contractor installed temporary construction intended to prevent interruption of normal work activity or loss of utility services is subject to approval of the Base Civil

Engineer through the Contracting Officer.

6.2 Medical Facilities. The contractor shall coordinate all work in medical facilities through the PM with hospital staff liaison support to minimize interruption of service.

End of Section

Section 01100 General Site Requirements

1. Regulations

1.1. The contractor shall comply with all applicable Federal, State, Local, Air Force, Army, and DOD regulations, including supplements pertaining to safety, traffic control, and fire prevention.

2. Standard Products

2.1.

3. Safety

3.1.

3.2.

3.3.

3.4.

3.5.

3.6.

Sustainable Acquisitions: In accordance with FAR 23.4, and the authorities of FAR 23.402, the contractor shall use sustainable environmental materials, including acquisition of bio-based, environmentally preferable, energy- efficient, water-efficient, and recycled-content products. The materials shall be non-ozone depleting and non- toxic odorless products, where such products and services meet project performance requirements. The applicable materials are given by the U.S. EPA

Comprehensive Procurement Guidelines and the USDA BioPreferred Catalog. Determination of feasibility of using these materials shall be in accordance with FAR 23.405.

Compliance with the current U.S. Army Corps of Engineers "Safety and Health Requirements Manual", (EM 385-1-1); Occupational Safety and Health Act (OSHA) standards, Alaska Department of Labor (AKOSH) standards, and current JBER safety regulations is mandatory. The prime contractor shall be held responsible to insure that his/her workforce and any subcontractor or supplier workforce comply with the above safety requirements.

JBER has a hospital on site should an injury occur, base medical staff can provide emergency medical treatment. Follow-on care after initial emergency treatment will not be provided. The contractor shall be required to reimburse the Government at an established rate for non-beneficiaries in accordance with

DOD Regulation 6010.15-M.

Hazardous Materials: The contractor shall bring to the attention of the Contracting Officer any previously known material suspected of being hazardous which they encounter during execution of work.

A determination will be made by the Contracting Officer as to whether the contractor shall perform tests to determine if the material is hazardous. If the Contracting Officer directs the contractor to perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required, subject to equitable adjustment under the terms of the contract.

Hazardous Material Handling: All work, including the handling of hazardous materials or the disturbance or dismantling of structures containing hazardous materials shall comply with the applicable requirements of 29 CFR 1926/1910. Work involving the disturbance or dismantling of asbestos or asbestos containing materials; the demolition of structures containing asbestos; and/or the disposal and removal of asbestos shall also comply with the requirements of 40 CFR, Part 61, Subparts A and M, ETL

1110-1-118 and DA Circular 40-83-4. All work shall comply with applicable state and local safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply. The contractor or any of his subcontractors responsible for handling hazardous and toxic materials shall have the necessary certification before doing so.

Contractor Responsibility: The contractor shall assume full responsibility and liability for compliance with the applicable regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless for any action on his part or that of his employees or subcontractors, which results in illness, injury, or death.

Materials and Equipment: Special facilities, devices, equipment, clothing, and similar items used by the contractor in the execution of work shall comply with the applicable regulations.

3.7. Special Safety Requirements: The contractor shall comply with Air Force and local fire regulations and

NFPA 241-2019 "Safeguarding Building Construction and Demolition Operations." Fire extinguishers rated and approved by the National Fire Protection Association, of sufficient size, type, and quantity to cope with all known hazards shall be provided by the contractor at the construction site during the execution of this contract; the extinguishers shall be removed upon acceptance of the project.

4. Operations and Storage Areas

4.1. Project Specific Operations and Storage Area(s). Project-specific operations and storage areas will be provided at the job site, if available, when requested in writing to the Contracting Officer. These sites will only be used for storage of equipment and materials for execution of project requirements associated with each Purchase Order. The requirement for operations and storage areas (staging areas) associated with a Purchase Order shall be dependent upon the size of project and in accordance with specific criteria as detailed in the Purchase Order. Prior to starting the work, the contractor shall submit a site plan to the

Contracting Officer for approval, showing the layout and details of all temporary facilities planned for use. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas as required. Site photographs prior to the start of work may be included with the plan. At completion of work, the contractor shall remove the facilities and restore the site to its original condition.

4.2. All contractor trailers, stored materials, and idle equipment shall be located in the designated operations and storage area. The storage area shall be kept clean and orderly. Tarps are to be used, as necessary, to secure loose materials. The on-site representative of the Contracting Officer is the sole judge as to what constitutes an acceptable operations and storage area.

4.3. Dumpsters with lockable lids covering the entire top may be located outside the operations and storage area, but must be sited as approved by the on-site representative of the Contracting Officer. Any movement of a dumpster to another area on the project site must be approved by the Contracting Officer.

The Government will not be responsible for other entities illegally disposing of trash in unsecured construction dumpsters.

4.4. All items in the operations and storage area shall be removed within five (5) days of contract completion.

5. Vehicles, Pass & Identification, Security Requirements

5.1. Search, Inspection, and Seizure. All vehicles, personnel, and hand-carried items, entering or exiting any base control point, or while on the base, are subject to search and inspection and seizure of any prohibited item, at any time. Random, unannounced, and regular searches and inspections can be conducted. These searches and inspections are intended to assure prohibited articles are not introduced into, and government property is not removed from the base or its facilities. These delays will not be charged to the Government, as they are to be expected entry procedures for the installation. Delays entering the installation can be experienced during military exercises and increased threat postures; the contractor assumes all liabilities associated with such delays.

5.2. Parking. Parking of the contractor's vehicles shall be restricted to the area of work. The company name shall be prominently displayed on all construction vehicles parked where work is being accomplished.

5.3. Driver's Licenses. All persons entering or working on JBER that are required to operate a motor vehicle shall possess a valid Driver's License. For personnel operating specialized equipment, a Commercial

Driver’s License (CDL) is required as appropriate.

5.4. The use of seatbelts by all vehicle operators and passengers is mandatory on JBER. Vehicle operators caught not wearing seatbelts will lose their driving privileges, subject to laws governing Military and

Civilian Employees.

5.5. On-base contractor employees shall ensure the following pass and identification items required for contract performance, are obtained for employees and non-government owned vehicles.

5.6. Base Access. All contractor personnel are required to pass security checks prior to being issued a base pass allowing them access to JBER. The Contracting Officer or his designated representative will provide instructions and forms for the contractor to fill out and return to the Contracting or Civil Engineer office.

These will be reviewed and forwarded to the security office for approval. Once approval/disapproval has been received, they will be forwarded to the contractor. This will be notice that the employees may go to the visitor’s center and get their access pass.

5.7. Anti-Terrorism Training Requirement. All Contractor personnel that require “routine” physical access to JBER are required to accomplish Antiterrorism Awareness Training for Contractors IAW DFARS

Subpart 204.7200 and implemented by DFARS Clause 252.204-7004. “Routine physical access” is defined as any Contractor personnel requiring a 60 day or longer base access pass for the performance until an individual TO or for their cumulative efforts on multiple TOs. Training certificates must be included for all employees being submitted for a base access pass 60 days or longer or the request will not be processed.

5.7.1. Contractor personnel can access the computer based training by taking the following steps:

5.7.2. Go to https://jko.jten.mil/

5.7.3. Click on JKO Enter JKO

5.7.4. Click on “Non-CAC users click here(i.e. Family Members, Dependents, Contractors w/o JKO Accounts), under JS_US007: Level I Antiterrorism Awareness Training.”

5.7.5. Insert First and Last Name for the certificate and begin the training (Name used for AT training should match the name as submitted on the base access request form to prevent delays.)

5.7.6. In the event personnel cannot complete this training online, instructor-led training can be coordinated.

The Contractor must coordinate with the CO and Government PM or inspector to schedule a training for all required personnel with a base Antiterrorism officer. Upon completion of the training, the Contractor is required to submit the completed certificates with the base pass access request package.

5.8. FPCON Restrictions. Access to Base may be restricted dependent upon the established ‘FPCON’ level at any time during the execution of the Purchase Order. Contractor shall be issued badge and vehicle pass allowing normal access to the Base throughout FPCON levels ‘A’ and ‘B’. Increased FPCON levels approaching ‘C’ and/or ‘D’ shall be more restrictive, requiring further confirmation of current security requirements as provided by Contracting Officer.

5.9. Large Commercial Vehicle Access. All commercial and company marked vehicles 1-ton and larger must enter the installation through Post Road Gate. Vehicle operators must have authorized base access credentials to access the installation. Drivers will be required to open all vehicle compartments and will be moved to a location out of sight of the inspection. If a compartment is sealed the seal will be broken and can be resealed after inspection is conducted. A Security Forces member will sign documentation stating the seal was broken. Major delays frequently occur during peak traffic times, wait times in line can be up to or exceed one (1) hour. Actual vehicle inspection takes approximately

10 minutes. Additional delays will take place if a contractor fails to have proper documentation for their vehicle or fails to pass the vetting process, i.e., has warrants or criminal history that does not meet our entry matrix. These delays do not entitle the Contractor to a claim unless there are unusual circumstances that cause delays significantly longer than identified above.

5.9.1. Small Commercial Vehicle Access. Vehicles smaller than 1-ton will be allowed entry through any open installation entry control point.

https://jko.jten.mil/

5.9.2 Weather. Occasionally weather dictates early release, late report, or complete base closure resulting in absence of JBER personnel. When such weather conditions cause one of the above situations, contractor personnel will be denied access to the base, unless they have been notified by the Contracting Officer their contract service has been determined essential. Denied access in these situations will result in no additional cost to the Government.

5.9.2.1 Some of the following radio and television stations broadcast and monitor JBER closing and late reporting information: KFQD (750 AM), KENI (650 AM), KWHL (106.5 FM), KTVA (TV CH 11), KIMO (TV CH 13), JBER Facebook, JBER Connect App (iOS or Android), JBER homepage

(http://www.jber.jb.mil) or 907-552-INFO.

5.10 Retrieving Identification Media. The contractor shall retrieve all identification media, including vehicle passes from employees who depart for any reason before the contract expires; e.g., terminated for cause, retirement, etc.

6. Security Requirements

6.1. The contractor shall comply with security requirements imposed by the Installation Commander and/or the agency occupying the space where work is to be performed, including any necessary security clearances. Prior to mobilization the contractor shall provide the Contracting Officer or authorized representative a list of personnel requiring authority to work on JBER. The list shall be kept current and the Contracting Officer or authorized representative shall be notified as to any changes in the list.

6.1.1. Additional Security Requirements: In accordance with DOD 5200.1-R, and AFI 31-401, the contractor shall comply with requirements identified in AFSSI 9100, Communications Security (COMSEC), Command, Control, Communications and Computer (C4) Systems Security, Security Awareness

Training Education (SATE), and Operations Security (OPSEC).

6.2. Reporting Requirements. The contractor shall comply with AFI 71-101VI, "Criminal Investigations

Program" requirements. Contractor personnel shall report to an appropriate authority any information or circumstances of which they are aware may pose a threat to the security of DOD personnel, contractor personnel, resources, and classified or unclassified defense information. Contractor employees shall be briefed by their immediate supervisor upon initial on-base assignment.

6.3. Traffic Laws. The contractor and its employees shall comply with base traffic regulations.

6.4. Cell Phone Use While Driving. COMPACAF Policy prohibits cell phone use while operating motor vehicles on PACAF installations. Vehicle operators on all PACAF installations will not use cell phones unless the vehicle is safely parked or they are using a hands-free device. A violation of this nature will result in the loss of on-base driving privileges for 30 days.

6.5. Key Control. The contractor shall establish and implement methods of making sure all keys issued to the contractor by the Government are not lost or misplaced and are not used by unauthorized persons. The contractor shall not duplicate any keys issued by the Government.

6.5.1. The contractor shall immediately report to the Contracting Officer any occurrences of lost or duplicated keys.

6.5.2. In the event keys, other than master keys, are lost or duplicated, the contractor may be required, upon written direction of the Contracting Officer, to re-key or replace the affected lock or locks without cost to the government. The government may, however, at its option, replace the affected lock or locks or perform re-keying and deduct the cost of such from the monthly payment due the contractor. In the event a master key is lost or duplicated, the government shall replace all locks and keys for that system and the total cost deducted from the progress payment due the contractor.

6.5.3. The contractor shall prohibit the use of keys, issued by the government, by any persons other than the http://www.jber.jb.mil/ contractor's employees and the opening of locked areas by contractor employees to permit entrance of persons other than contractor employees engaged in performance of contract work requirements in those areas.

6.6. Lock Combinations. The contractor shall control access to all government provided lock combinations to preclude unauthorized entry.

6.7. Controlled/Restricted Areas/Free Zones. To establish a free zone in a controlled or restricted area the

Contractor shall coordinate with the Government project inspector or designated user to coordinate with the 673 SFS/S5PN to establish the free zone.

7. Contractor’s Telephone

7.1. The contractor shall provide the Contracting Officer with a telephone number at which the contractor, or his/her representative, may be contacted at any time during standard working hours.

7.2. Emergency Phone Number: An after standard hours emergency telephone number for the contractor shall be provided to the Contracting Officer or his/her authorized representative. The emergency telephone number shall also be posted on the sign near the entrance to each project staging area/entrance. Updates shall be provided to the Contracting Officer, or his/her authorized representative within 24 hours of the change.

7.3. Communications Security (COMSEC): All communication with Department of Defense (DOD) organizations are subject to COMSEC review. Contractor personnel will be aware that telecommunications networks are continually subject to intercept by unfriendly intelligence organizations. The DOD has authorized monitoring of the military phone calls originating from or terminating at DOD organizations. Therefore, civilian contractor personnel are advised that any time they place a call to or receive a call from a USAF organization, they are subject to COMSEC procedures. The contractor shall assume the responsibility for ensuring wide and frequent dissemination of the above information to all employees dealing with official DOD information.

8. Employee Standards

8.1. The Contracting Officer may, in writing, require the contractor to remove from the site any employee the

Contracting Officer deems incompetent, careless, or otherwise objectionable. The following shall apply:

8.1.1. All work under this contract shall be performed in a skillful, workmanlike, and professional manner.

8.1.2. Proper Attire: Improper attire, i.e. attire not providing sufficient safety protection and a professional appearance (minimum of long trousers, shirt and shoes) will be reported to the Ground Safety Office and the Contracting Officer respectively. In addition, no profane, illegal, offensive or discriminatory language/symbols shall be displayed.

8.1.3. Subcontractors: The Government shall not exercise any supervision or control over the contractor's employees performing service under this contract; such employees shall be accountable not to the

Government, but solely to the contractor, who in turn, is responsible to the Government.

8.1.4. Unauthorized Personnel: Circulation of said personnel will be limited to official business only. Persons in violation of the above will be apprehended and appropriately disciplined.

9. Prohibited Items

9.1. Certain items are prohibited on base. Personnel who are found to be in possession of prohibited items will be challenged and the item confiscated pending an investigation. Personnel in possession of prohibited items are subject to disciplinary action, withdrawal of access authorization, or arrest and prosecution. The following non- government owned items are prohibited on base, unless an exception is noted:

9.1.1. Tobacco products use is permitted in designated, outside use areas only. No use will be allowed within any base facility.

9.1.2. Alcohol, controlled substances including non-prescription drugs and associated…