Statement of Work - EQ Repair Bldg 600.pdf

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Attached to
Earthquake Repairs for Building 600 Federal contract opportunity
Solicitation number
FA500020R0031
Issued by
Department of the Air Force Pacific Air Forces

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Open Market General Specifications.pdf PDF
Wage Determination- Alaska.pdf PDF
Solicitation - FA500020R0031.pdf PDF

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673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

02MAR2020

STATEMENT OF WORK

EARTHQUAKE REPAIR, BLDG 600

HJZH 19-5265

SECTION 1: PROJECT INFORMATION

1.1 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 location is on the Richardson side of the installation in Building 600. Refer to site plan for location.

1.2 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. Facility is a non‐secured, high use area. 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.

1.3 PROJECT DESCRIPTION: Provide repairs for the facility indicated on the attached drawing(s). Damage shown on drawings are assigned a Repair Code. Refer to Schedule of Repairs on drawings to define repair(s). Project consist of repair/patching, and painting to match various interior finishes, as well as other earthquake related damage as designated on the attached drawings. 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.

1.4 PROJECT DURATION: Contractor shall have 180 days to complete the project from the Notice to Proceed date.

1.5 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 materials.

1.6 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.

1.7 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.

1.8 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.

1.9 EXISTING CONDITIONS: Facility is currently occupied and shall remain functional during the course of this contract.

SECTION 2: ATTACHMENTS

2.1 DRAWINGS

2.2 PHOTO LOG BLDG 600

2.3 OPEN MARKET CONSTRUCTION CONTRACT SPECIFICATIONS

2.4 Specification 01120 & 01121

2.5 REVISED JBER CAD GIS RECORD DRAWING DESIGN AND AS BUILT STANDARD Dec

SECTION 3: PROJECT MANAGER/INSPECTOR

3.1 David Hendler, Project Manager

david.hendler@us.af.mil Phone: 384‐3076

3.2 Robert McElroy, CONSTRUCTION MANAGEMENT

robert.mcelroy@us.af.mil Phone: 384‐3081 mailto:david.hendler@us.af.mil mailto:robert.mcelroy@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

01000 GENERAL CONTRACT REQUIREMENTS

01100 GENERAL SITE REQUIREMENTS

01500 ENVIRONMENTAL CONTROLS

01600 MANAGEMENT OF HAZARDOUS WASTE

030100 REHABILITATION OF CONCRETE

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VICINITY MAP

LOCATION MAP

MAP KEY

GENERAL NOTES

SYMBOL

FACILITY

ALASKA CANADA

ARCTIC

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PACIFIC

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JBER

RICHARDSON

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GATE 1: MAIN VISITORS CENTER

FIRE STATION 4

3 BUILDING 730 - 673 CES

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SHEET OF

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PROJECT No. HJZH 19 - 5265

SCHEDULE OF REPAIRS

AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS, PARKING OF VEHICLES OR OTHER

ACTIVITIES BE ALLOWED TO INTERFERE WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO

DAMAGE GOVERNMENT OR PRIVATE PROPERTY. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS.

PARKING SHALL BE ALLOWED IN APPROVED PARKING SPACES ONLY. VEHICLES OTHERWISE PARKED SO WILL

BE REMOVED AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR'S MATERIALS AND EQUIPMENT SHALL NOT BE STORED WITHIN TWENTY (20) FEET OF ANY

BUILDING, OBSTRUCT FIRE EXITS OR OTHERWISE INTERFERE WITH FIRE FIGHTING FACILITIES. ANY

MATERIALS, EQUIPMENT OR VEHICLES DOING SO WILL BE REMOVED AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM ACCUMULATION OF WASTE

MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY BASIS.

ALL WELDING AND/OR THE USE OF FLAME PRODUCING DEVICES SHALL BE CLEARED THROUGH THE FIRE

DEPARTMENT.

ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES OR

STANDARDS. ALL WORK SHALL COMPLY WITH THE MOST RECENT ADOPTED EDITION OF THE CODES OR

STANDARDS LISTED BELOW:

- EPA STANDARDS

- INTERNATIONAL BUILDING CODE (I.B.C.)

- INTERNATIONAL FUEL GAS CODE (I.F.G.C.)

- INTERNATIONAL MECHANICAL CODE (I.M.C.)

- INTERNATIONAL PLUMBING CODE (I.P.C.)

- NATIONAL ELECTRICAL CODE (N.E.C.)

- NATIONAL ELECTRICAL SAFETY CODE (N.E.S.C.)

- NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.)

- OSHA STANDARDS

- SHEET METAL & AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION INC. (SMACNA)

- FIRE CODES

SCHEDULE OF DRAWINGS

REF SHEET TITLE

SHT

G-001

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VICINITY MAP

LOCATION MAP

MAP KEY

GENERAL NOTES SCHEDULE OF REPAIRS

SCHEDULE OF DRAWINGS

JBER - FORT RICHARDSON, ALASKA

EARTHQUAKE REPAIR - BLDG 600

COVER SHEET, VICINITY MAP & GENERAL NOTES

BASEMENT DAMAGE MAP

FIRST FLOOR DAMAGE MAP

SECOND FLOOR DAMAGE MAP

THIRD FLOOR DAMAGE MAP

ATTIC DAMAGE MAP

REPAIR DETAILS

G-001

A-101

A-102

A-103

A-104

A-105

S-501

PROJECT

LOCATION

SHEET KEYNOTES

A. FIELD VERIFY ALL DIMENSIONS TO EXISTING

WORK PRIOR TO FABRICATION OF REPAIRS.

B. DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:

01-U-W DAMAGE DESIGNATION

01 INDICATES DAMAGE CODE

U INDICATES MATERIAL CODE

W INDICATES ELEMENT CODE

C. DAMAGE CODES:

02 MINOR CRACKING (< 1/16")

10 EXPANSION JOINT DAMAGE

D. MATERIAL CODES:

C CONCRETE

N NONSTRUCTURAL COMPONENT

M MASONRY (REINFORCED)

E. ELEMENT CODES:

W WALL

J EXPANSION JOINT

F. PHOTO TAG:

REFER TO PHOTO LOG

1. DEBONDING BETWEEN MASONRY WALL AND

CONCRETE WALL

2. MINOR DEBONDING BETWEEN MASONRY WALL

AND CONCRETE BEAM.

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FUTURE NEW BUILDING SITE NOT IN CONTRACT INV. NO. DACA85-03-R-0027

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CAUTION DO NOT DISTURB OR EXCAVATE CHEMICAL CONTAMINATED AREA

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CAUTION DO NOT DISTURB OR EXCAVATE CHEMICAL CONTAMINATED AREA

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CONSTRUCTION AREA FOR NEW FAMILY LIFE CENTER

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FTR 199

SHEET KEYNOTES

02-C-W

BUILDING 600 - BASEMENT DAMAGE PLAN

GENERAL NOTES

A. FIELD VERIFY ALL DIMENSIONS TO EXISTING WORK

PRIOR TO FABRICATION OF REPAIRS.

B. DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:

01-U-W DAMAGE DESIGNATION

01 INDICATES DAMAGE CODE

U INDICATES MATERIAL CODE

W INDICATES ELEMENT CODE

C. DAMAGE CODES:

02 MINOR CRACKING (< 1/16")

10 EXPANSION JOINT DAMAGE

D. MATERIAL CODES:

C CONCRETE

N NONSTRUCTURAL COMPONENT

M MASONRY (REINFORCED)

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1. CONCRETE REPAIR – MINOR CRACKING, SEE SHEET S-501, DETAIL D-2.

2. BOUNDARY REPAIRS AT INTERFACE SEE SHEET S-501, DETAIL D -3.

3. MASONRY RE-POINTING SEE SHEET S-501, DETAIL D - 4.

4. REPAIR EXPANSION JOINT DAMAGE SEE SHEET S-501, DETAIL D - 5

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PRIOR TO FABRICATION OF REPAIRS.

B. DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:

01-U-W DAMAGE DESIGNATION

01 INDICATES DAMAGE CODE

U INDICATES MATERIAL CODE

W INDICATES ELEMENT CODE

C. DAMAGE CODES:

02 MINOR CRACKING (< 1/16")

10 EXPANSION JOINT DAMAGE

D. MATERIAL CODES:

C CONCRETE

N NONSTRUCTURAL COMPONENT

CONCRETE WALL. DETAIL D-3, SHEET S-501

11 1 1

NOTES:

1. CONCRETE REPAIR – MINOR CRACKING, SEE SHEET S-501, DETAIL D-2.

2. BOUNDARY REPAIRS AT INTERFACE SEE SHEET S-501, DETAIL D -3.

3. MASONRY RE-POINTING SEE SHEET S-501, DETAIL D - 4.

4. REPAIR EXPANSION JOINT DAMAGE SEE SHEET S-501, DETAIL D - 5

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PRIOR TO FABRICATION OF REPAIRS.

B. DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:

01-U-W DAMAGE DESIGNATION

01 INDICATES DAMAGE CODE

U INDICATES MATERIAL CODE

W INDICATES ELEMENT CODE

C. DAMAGE CODES:

02 MINOR CRACKING (< 1/16")

10 EXPANSION JOINT DAMAGE

D. MATERIAL CODES:

C CONCRETE

N NONSTRUCTURAL COMPONENT

1. DEBONDING BETWEEN MASONRY WALL AND

CONCRETE WALL. DETAIL D-3, SHEET S-501

NOTES:

1. CONCRETE REPAIR – MINOR CRACKING, SEE SHEET S-501, DETAIL D-2.

2. BOUNDARY REPAIRS AT INTERFACE SEE SHEET S-501, DETAIL D -3.

3. MASONRY RE-POINTING SEE SHEET S-501, DETAIL D - 4.

4. REPAIR EXPANSION JOINT DAMAGE SEE SHEET S-501, DETAIL D - 5

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PRIOR TO FABRICATION OF REPAIRS.

B. DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:

01-U-W DAMAGE DESIGNATION

01 INDICATES DAMAGE CODE

U INDICATES MATERIAL CODE

W INDICATES ELEMENT CODE

C. DAMAGE CODES:

02 MINOR CRACKING (< 1/16")

10 EXPANSION JOINT DAMAGE

D. MATERIAL CODES:

C CONCRETE

N NONSTRUCTURAL COMPONENT

CONCRETE WALL. SEE DETAIL-3, SHEET S-501

2. MINOR DEBONDING BETWEEN MASONRY WALL AND

CONCRETE BEAM. SEE DETAIL-3, SHEET S-501

NOTES:

1. CONCRETE REPAIR – MINOR CRACKING, SEE SHEET S-501, DETAIL D-2.

2. BOUNDARY REPAIRS AT INTERFACE SEE SHEET S-501, DETAIL D -3.

3. MASONRY RE-POINTING SEE SHEET S-501, DETAIL D - 4.

4. REPAIR EXPANSION JOINT DAMAGE SEE SHEET S-501, DETAIL D - 5

AutoCAD SHX Text

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AutoCAD SHX Text

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BUILDING 600 - ATTIC DAMAGE PLAN

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PRIOR TO FABRICATION OF REPAIRS.

B. DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:

01-U-W DAMAGE DESIGNATION

01 INDICATES DAMAGE CODE

U INDICATES MATERIAL CODE

W INDICATES ELEMENT CODE

C. DAMAGE CODES:

02 MINOR CRACKING (< 1/16")

10 EXPANSION JOINT DAMAGE

D. MATERIAL CODES:

C CONCRETE

N NONSTRUCTURAL COMPONENT

CONCRETE WALL. SEE DETAIL-3, SHEET S-501

2. MINOR DEBONDING BETWEEN MASONRY WALL AND

CONCRETE BEAM. SEE DETAIL-3, SHEET S-501

NOTES:

1. CONCRETE REPAIR – MINOR CRACKING, SEE SHEET S-501, DETAIL D-2.

2. BOUNDARY REPAIRS AT INTERFACE SEE SHEET S-501, DETAIL D -3.

3. MASONRY RE-POINTING SEE SHEET S-501, DETAIL D - 4.

4. REPAIR EXPANSION JOINT DAMAGE SEE SHEET S-501, DETAIL D - 5

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NOTES:

A. CLEAN CRACK. IF SURFACE IS DETERIORATED, ROUTE A V-GROOVE UNTIL SOUND MATERIAL

IS REACHED.

B. GRAVITY OR PRESSURE INJECT EPOXY MEETING ACI 548.12 FOLLOWING MANUFACTURER'S

INSTRUCTIONS.

C. FOR CRACKS LARGER THAN >1/16 SEE "CONCRETE REPAIR - SEVERE CRACKS."

1. (E) CONC. WALL OR COL.

2. CRACK.

3. PREPARE CRACK TO

RECEIVE EPOXY

MORTAR. SEE NOTES.

CONCRETE REPAIR - MINOR CRACKS

AFCAP

EARTHQUAKE DAMAGE ASSESSMENTS

JOINT BASE ELMENDORF RICHARDSON (JBER)

NTS

D-2

1. (E) UNREINFORCED

MASONRY INFILL.

2. PERIMETER CRACK.

3. (E) CONC. WALL OR COL.

4. ROUTE 1/4" x 1/2" DEEP

GROOVE IN URM, BOTH

SIDES. CLEAN AND FILL

W/ EPOXY MORTAR

MEETING ACI 548.12

FOLLOWING

MANUFACTURER'S

INSTRUCTIONS

BOUNDARY REPAIR AT URM FILL

AFCAP

EARTHQUAKE DAMAGE ASSESSMENTS

JOINT BASE ELMENDORF RICHARDSON (JBER)

NTS

D-3

NOTES:

A. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT WALL DURING

RESHORING.

B. CAREFULLY RAKE OUT EXISTING MORTAR USING NON-IMPACT TOOLS ONLY. CLEAN JOINTS

PRIOR TO PLACING MORTAR.

C. FOR FULL-DEPTH REPOINTING, REPOINT IN STAGES ALLOWING EACH STAGE TO CURE

BEFORE RAKING AND REPOINTING THE NEXT STAGE. PROVIDE TEMPORARY SHIMS AND

SUPPORTS AS NEEDED. REPAIR VOIDS LEFT BY SHIMS AND SUPPORTS WHEN NO LONGER

NEEDED.

1. (E) MASONRY INFILL

2. (E) 1/4" -1/2" MORTAR JOINT.

3. RAKE JOINT TO WHICHEVER

DEPTH IS GREATER:

a. 5/8"

b. 2x JOINT WIDTH

c. DEPTH REQUIRED TO

REMOVE PREVIOUSLY

POINTED PORTLAND

CEMENT MORTAR.

MASONRY REPOINTING

AFCAP

EARTHQUAKE DAMAGE ASSESSMENTS

JOINT BASE ELMENDORF RICHARDSON (JBER)

NTS

D-4

KEYED NOTES:

1. (E) WALL OR COLUMN.

2. DAMAGED EXPANSION JOINT.

3.

EXPANSION JOINT REPAIR

AFCAP

EARTHQUAKE DAMAGE ASSESSMENTS

JOINT BASE ELMENDORF RICHARDSON (JBER)

ELEVATION

NTS

D-5

REMOVE ALL DAMAGED JOINT SEALANT TO CLEAN SOLID MATERIAL,

ADD BACKER MATERIAL IF NECESSARY, APPLY FLEXIBLE SEALANT,

PAINT TO MATCH SURROUNDING SURFACE.

NOTES:

A. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT WALL DURING

RESHORING.

B. CAREFULLY RAKE OUT EXISTING MORTAR USING NON-IMPACT TOOLS ONLY. CLEAN JOINTS

PRIOR TO PLACING MORTAR.

C. FOR FULL-DEPTH REPOINTING, REPOINT IN STAGES ALLOWING EACH STAGE TO CURE

BEFORE RAKING AND REPOINTING THE NEXT STAGE. PROVIDE TEMPORARY SHIMS AND

SUPPORTS AS NEEDED. REPAIR VOIDS LEFT BY SHIMS AND SUPPORTS WHEN NO LONGER

NEEDED.

1. (E) MASONRY INFILL

2. (E) 1/4" -1/2" MORTAR JOINT.

3. RAKE JOINT TO WHICHEVER

DEPTH IS GREATER:

a. 5/8"

b. 2x JOINT WIDTH

c. DEPTH REQUIRED TO

REMOVE PREVIOUSLY

POINTED PORTLAND

CEMENT MORTAR.

MASONRY REPOINTING

AFCAP

EARTHQUAKE DAMAGE ASSESSMENTS

JOINT BASE ELMENDORF RICHARDSON (JBER)

D-4

NTS

Photo Log for Building 600

PPhoto 1:: DDebonding between masonry wall and cconcrete sslab.

Photo 2:: Typical expansion joint crack.

Photo 3:: CConcrete wall crack. Photo 4:: DDebonding between masonry wall and concrete wall.

PPhoto 5: CConcrete wall cracks

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.

4.2.

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.

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

4.3.

4.4.

4.5.

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.

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.

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.

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

6.2

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.

Medical Facilities. The Contractor shall coordinate all work in medical facilities through the PM with hospital staff liaison support to minimize interruption ofservice.

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 ensure 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.

4.2.

4.3.

4.4.

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.

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.

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.

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.

5.2.

5.3.

5.4.

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.

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.

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.

The use of seatbelts by all vehicle operators and passengers is mandatory on JBER. Vehicle operators

5.5.

5.6.

5.7.

caught not wearing seatbelts will lose their driving privileges, subject to laws governing Military and Civilian Employees.

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.

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.

Anti-Terrorism Training Requirement. All Contractor personnel that require “routine” physical access to JBER are required to accomplish Antiterrorism Awareness Training…

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