Fairchild Hangar B1033_Specifications_Type B3_VOL1.pdf

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Hangar 1033 Renovation **ABSTRACT OF OFFERS Federal contract opportunity
Solicitation number
W50S9D22B5001
Issued by
Department of the Army National Guard

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This abstract of offers is for a firm-fixed-price construction contract to renovate Hangar 1033 located at Fairchild Air Force Base in Washington. The contract will provide all labor, materials, equipment and services necessary to upgrade the 18,282 square foot maintenance shop space. Work includes renovating HVAC, fire suppression, electrical, plumbing and exterior systems. The space must support the Air Force Repair Enhancement Program and meet UFC requirements for maintenance bays, shops and administrative space for assigned KC-135 aircraft. Bids must include a price breakdown by trade and project aspect. The solicitation is issued under sealed bid procedures in FAR 14, resulting in a firm-fixed-price contract award. The Department of the Army National Guard is the contracting agency.

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Repair Maintenance Hangar B1033 100% Submittal Washington Air National Guard, Fairchild AFB February 03, 2022

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15 SUMMARY OF WORK

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 33 00 08/18 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 40 11/17 QUALITY CONTROL

01 45 35 02/20 SPECIAL INSPECTIONS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10 DEMOLITION

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 04/06 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DI VI SI ON 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 08/18 STRUCTURAL STEEL

05 30 00 05/15 STEEL DECKS

05 40 00 05/15 COLD-FORMED METAL FRAMING

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16 ROUGH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/10 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 13 02/16 BOARD AND BLOCK INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 27 36 05/17, CHG 2: 08/20 SPRAY FOAM AIR AND THERMAL BARRIERS

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 08 - OPENI NGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 31 00 05/17 ACCESS DOORS AND PANELS

08 33 23 11/19 OVERHEAD COILING DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

DI VI SI ON 09 - FI NI SHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/17 ACOUSTICAL CEILINGS

09 65 00 08/10 RESILIENT FLOORING

09 67 23.16 08/10 FUEL RESISTIVE RESINOUS FLOORING,

5-COAT SYSTEM

09 90 00 05/11 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 08/17 INTERIOR SIGNAGE

10 21 13 08/17 TOILET COMPARTMENTS

10 26 00 08/17 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 51 13 05/11 METAL LOCKERS

DI VI SI ON 12 - FURNI SHI NGS

12 21 00 08/17 WINDOW BLINDS

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 08/16 PLUMBING PIPING INSULATION

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 03 00.00 20 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 11/15 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 11/15 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

PROJECT TABLE OF CONTENTS Page 2

23 11 25 11/08 FACILITY GAS PIPING

23 21 13.00 20 04/06 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 21 23 08/17 HYDRONIC PUMPS

23 52 00 04/08 HEATING BOILERS

23 52 43.00 20 05/15 LOW PRESSURE WATER HEATING BOILERS

(UNDER 800,000 BTU/HR OUTPUT)

23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 81 00.00 20 11/09 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 02/10 COMPUTER ROOM AIR CONDITIONING UNITS

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 08/19 COMMON WORK RESULTS FOR ELECTRICAL

26 05 13.00 40 05/20 MEDIUM-VOLTAGE CABLES

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 08/19 LIGHTING CONTROL DEVICES

26 12 19.00 40 11/14 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 24 13 05/15 SWITCHBOARDS

26 27 14.00 20 02/11 ELECTRICITY METERING

26 51 00 05/20 INTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 28.36 40 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 02/12 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

DI VI SI ON 33 - UTI LI TI ES

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes renovation of shops, office, and support spaces within the existing hangar B1033 and to provide the required one-hour separation between those spaces and hangar's high bay and incidental related work.

1.2.2 Location

The work is located on the south side of the base north of the flight line, east of Building 1037 and west of Building 1029, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local

SECTION 01 11 00 Page 5 utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 2 miles of the construction site.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 DIVISION 1

1.01 SCOPE

a. The Contractor will be held responsible for all requirements described in the contract documents and task order documents and all work including that of his Sub-contractor, if any, shall be done in accordance with the contract documents and/or task order documents. Failure to familiarize with their requirements will not relieve the Contractor of his responsibility to comply.

b. The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among Sub-contractors or in establishing the extent of the work to be performed by any trade.

1.02 WORK SCHEDULING

a. Normal base work hours for the Contractor will be between the hours of 6:00 AM through 5:30 PM Monday through Friday for the National Guard activities covered by this contract (excluding Federal Holidays). Task Orders may designate specific hours applicable to the location of work specified by the requesting activity. If the Contractor desires to work during periods other than specified above a written request must be submitted to the Contracting Officer at least one week and will only be approved upon coordination/concurrence with requesting activity and supporting agencies.

b. The following Federal legal Holidays are observed by the Washington National Guard:

New Year's Day 1 January Martin Luther's King's Birthday Third Monday of January President's Day Third Monday of February Memorial Day Last Monday of May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veteran's Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

c. Prior to commencing work on the job initially, resumption of work after prolonged interruption (7 calendar days or more), commencement of any warranty work, and upon completion of warranty work, the Contractor must notify the Contracting Officer (or his/her Contracting Officer’s Representative). When relocating to new sites, returning to sites for follow-up work on a phased work plan, notification to the Contracting Officer’s Representative is sufficient. Notification should be by personal contact; however, advance notification may be by telephone, or in writing, and should be accomplished sufficiently in advance to allow scheduling of

SECTION 01 30 00 Page 7 inspection forces. The purpose of the above precautions is to ensure construction inspection and recording of work proceedings.

d. The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among Sub-contractors or in establishing the extent of the work to be performed by any trade.

1.03 ENTRY TO BASE/ACCESS TO SITE also see Section 00800 Security Requirements

a. Locations to be serviced by the resulting contracts include posts and bases that are “closed” to the public, pursuant to Sec 21, Internal Security Act of 1950, 50 U.S.C. 797 and, as such, only those persons granted permission may enter. It is, therefore, required that control be exercised over Contractor personnel while working on the Base. To maintain this control, a listing of all Contractor personnel who will be working under the contract, must be submitted to the Contracting Officer prior to the start of work under the contract and any task order issued under this contract. The preferred method of providing this list is via email, to the contract administrator, unless notified otherwise. The listing shall include, but not limited to: contract number, project number, employee name, and the estimated starting and ending date of each employee.

Subsequent listings of all additions or deletions will be submitted as employees are hired or released.

b. During construction, the Contractor shall permit base personnel access to the facilities within the work area. The Contractor shall provide protection to persons and property throughout the progress of the work.

c. In the event of a declared National Emergency the Contracting Officer may be required to stop work on this contract for security reasons.

Contractor shall ensure the Contracting Officer has a current “Off Duty” contact name and telephone number at all times to facilitate notification.

d. The Contractor shall be responsible for compliance with all regulations and orders of the Commanding Officer of the Military Installation, respecting identification of employees, movements on installation, parking, truck entry, and all other military regulations, which may affect the work. Special requirements will be identified in the statement of work for an individual task order.

e. The work under this Contract may be performed at an operating Military Installation with consequent restrictions on entry and movement of nonmilitary personnel and equipment. General information on access to task order locations will be provided during the post award conference.

f. The Military Installation may have specific requirements, which will be identified by the Individual Task Orders if different from the information previously provided.

1.04 UNAUTHORIZED PERSONNEL

The Contractor shall inform all personnel working under his jurisdiction (including sub-contractor and visiting supplier personnel) that access to areas outside of the immediate work area excluding, direct haul and access routes, contracting and Civil Engineering offices and point of supply and storage is prohibited. Circulation of said personnel will be limited to

SECTION 01 30 00 Page 8 official business only. Persons in violation of the above will be apprehended and appropriately disciplined.

1.05 INSPECTION OF SITE

a. The Contractor shall be responsible for the complete coordination and proper relation of the work of all trades. Reference Contract Clauses FAR 52.236-3, “Site Investigation and Conditions Affecting the Work” and FAR 52.236-8, “Other Contracts”.

b. No allowances or extra construction on behalf of any Contractor will be permitted subsequently by reason of error or oversight on the part of the sub-contractor, or on account of interferences by the activities of the owner or others. Reference Contract Clause FAR 52.236-3, “Site Investigation and Conditions Affecting the Work”.

c. All dimensions shown on the drawings are based on “as-built” record drawings and, to the extent possible, accurately represent existing conditions; however, there may be some variance between existing conditions and contract drawings. The Contractor is responsible for verifying all dimensions and for reporting to the Contracting Officer any discrepancies that may affect performance of the work represented by contract drawings and specifications. Reference Contract Clause DFARS 252.236-7001 “Contract Drawings, Maps, and Specifications”.

1.06 CORRELATION OF DRAWINGS, SPECIFICATIONS AND CONTRACTS

The specifications, Contract, and task order and the accompanying Drawings are intended to describe and provide for a complete, new and usable project. They are intended to be cooperative and what is called for by one shall be as binding as if called for by all. The Contractor will understand that the work herein described shall be complete in every detail, notwithstanding every item necessarily involved is not particularly mentioned, and the Contractor shall be held to provide all labor and material for the entire completion of the work intended to be described and shall not avail himself of any manifestly unintentional error or omission, should any exist. Should any error or inconsistency appear in the Drawings or Specifications, the Contractor, before proceeding with the work, shall make mention of same to the Contracting Officer for proper adjustment, and in no case shall he proceed with the work in uncertainty. Reference Contract Clause DFARS 252.236-7001, “Contract Drawings, Maps and Specifications”.

1.07 REPORT OF ERROR AND DISCREPANCIES

a. The Contractor shall be responsible for any and all discrepancies in work due to failure to obtain dimensions and investigate conditions at the building before fabrication and installation.

b. The Contractor shall bear all costs in replacing all materials and labor due to not observing the above paragraph and such replaced materials shall meet the approval of the Contracting Officer.

c. The Contractor shall promptly notify the Contracting Officer in writing of any discrepancies.

d. Reference Contract Clauses FAR 52.236-21, “Specifications and Drawings for Construction”. FAR 52.246-12 “Inspection of Construction”, and DFARS 252.236-7001, “Contract Drawings, Maps and Specifications”.

SECTION 01 30 00 Page 9

e. Any proposed changes to the specifications by the Contractor must be submitted in writing to the Contracting Officer for approval prior to implementation.

1.08 DIVISION OF WORK

a. The various divisions of the Specifications shall not be considered as negotiations of the material and labor involved. The arrangement and order of these divisions have been made for convenience only, and it is not the intent, nor shall it be so construed, a particular trade or sub-contractor must perform that work included in any one division.

b. Any item mentioned under any division heading must be supplied even though it is not specified underthe heading for the respective work, but is shown on the Drawings. No claims for extras arising out of real or alleged error in such arrangement or order of the various divisions will be given consideration

c. The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among Sub-contractors or in establishing the extent of the work to be performed by any trade.

d. Reference Contract Clause FAR 52.236-21, “Specifications and Drawings for Construction”.

1.09 METHOD OF CARRYING ON THE WORK

a. All work under the Contract shall be arranged and carried on in such a manner as to complete work in the least possible time. The Contractor shall consult with the Contracting Officer as to methods or sequence of carrying on the work. A definite program of work shall be arranged before starting. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts”.

b. Activities in the vicinity of this project may be kept in full or partial operation during construction. The Contractor shall coordinate with the Contracting Officer and schedule construction activities.

Reference Contract Clause FAR 52.236-8, “Other Contracts”.

1.10 STANDARDS OF MANUFACTURE

a. All recognized regulatory/code standards shall be the latest published edition prior to the date of release for bid/proposal of the contract documents.

b. For purpose of establishing the standard of construction and the requirements to be met in the work of all divisions, the drawings and these specifications are based on the use of products hereinafter specified, adapted to the installation as required to meet the condition.

c. Where brand names are shown, these names are intended to describe a quality of product, and in no way are intended to limit products of equal quality. Therefore, products of other manufacturers may be employed for this work provided they are equivalent materials and construction and equally adaptable to the conditions as approved by the Contracting Officer. Reference Contract Clause FAR 52.236-5, “Materials and Workmanship”.

SECTION 01 30 00 Page 10

1.11 MEANING OF APPROVED, DIRECTED, ETC.

“Approved”, “Directed”, “Required”, “Applicable”, or words of like or similar effect, when used in the specifications shall be interpreted to mean “Approved By”, “Directed By”, etc., the Contracting Officer unless otherwise specifically stipulated.

1.12 MISPLACED MATERIALS

Any material that is deposited elsewhere than areas designated as approved by the Contracting Officer shall be re-handled and deposited where directed. No payment will be made for re-handling such material. The Contracting Officer will notify Contractor of any noncompliance with the foregoing provisions.

1.13 COMPLIANCE WITH CODES AND REGULATIONS

a. All work shall be done in accordance with the applicable codes and/or ordinances in force at the time of construction. It is the Contractor’s responsibility to insure that where EPA, DEQ or other such regulations control the removal, handling, installation or disposal of materials, they shall be strictly adhered to whether or not specifically referenced in the construction documents.

b. Contractor shall have data sheets available at the site on any materials used to comply with the OSHA and EPA, respective to the site location. Reference Contract Clause FAR 52.223-3, “Hazardous Material Identification and Material Safety Data”.

1.14 MATERIAL TESTING BY NATIONAL LABORATORIES

a. Electrical materials and equipment shall be new and bear the UL label or be listed in UL Electrical Construction Materials Directory or Electrical Appliance and Utilization Equipment Directory, wherever standards have been established by the agency.

b. The Contractor shall submit proof that the material or equipment, which he proposes to furnish under this specification, conforms to the standards of Underwriters’ Laboratories. The label of Underwriters Laboratories (UL) shall be accepted as conforming to this requirement.

c. In lieu of the label, the Contractor may submit a writtenc ertification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the methods of testing used.

1.15 KEYS

a. The Contractor shall be responsible for any Government-owned keys that have been issued to him for access to facilities or areas pertinent to this contract.

b. Upon completion of the work in an area, or upon request of the Contracting Officer, the key or keys relevant to the area shall be returned immediately. Keys shall be returned prior to final task order payments.

c. Should the Contractor Lose a Key: The Contractor shall notify the

SECTION 01 30 00 Page 11

Contracting Officer, immediately and in writing, but not later than one

(1) working day after he is aware of the loss. Should the key not be found before final acceptance, the final contract payment shall be reduced by the replacement cost for each key not returned and, if required by the Contracting Officer, any re-keying costs and cost of any other damages suffered by the Government.

1.16 CONSTRUCTION SCHEDULING, WORK PROGRESS AND PREPARATION OF PROGRESS

SCHEDULES AND REPORTS

1.16.1 The instructions for preparation and submittal of the

Contractor-prepared Network Analysis System or Construction Progress Charts and Status Reports will be discussed at the Task Order preconstruction meeting.

1.16.2 A weekly meeting may be held between the Contractor, COR and Contracting Officer, if necessary, to discuss work progress, problems and potential change orders. Contractors shall attend these meetings at no additional cost to the Government. Prior to specific work elements of a project, the contractor shall confer with the COR and agree on a sequence of procedures and means of access to premise and buildings; space for storage of materials and equipment; delivery of materials and use of approaches, use of corridors, stairways and similar means of passage.

1.16.3 Furniture and portable office equipment in the immediate area will be moved by the contractor to a location designed by the COR and replaced to its original position, or an alternate location as determined by the COR, upon completion of the work. Schedules for movement of furniture and equipment and delivery of materials shall be incorporated in the progress schedule and shall be made with a minimum of interference to Government operations and personnel. So far as practicable, the work shall be completed by section and confined to limited areas. Coordination with the COR and the user activity shall be accomplished at least three days in advance.

1.16.4 For task order with a performance period of less than 60 calendar days, no progress schedule or contractor progress reports will be required unless directed by the Contracting Officer. A weekly progress report in a format acceptable to the Contracting Officer shall be provided to the COR until final inspection.

1.16.5 For task order with performance period of 60 calendar days or more, or at the direction of the Contracting Officer, and in accordance with FAR Clause “Schedules for Construction Contracts” (April 1984), the contractor shall, within five days after work commence on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of practicable schedule shown the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of work. The schedule shall be on an AF Form 3064, Contract Progress Schedule or acceptable substitute. The work shall be scheduled so that, upon the start of construction, work progresses in a continuous and diligent manner. A schedule that does not reflect steady and reasonable progress throughout the construction period will be rejected.

In accordance with FAR 36.515; “Schedules for Construction Contracts” (April 1984), weekly progress reports, submitted on AF Form 3065, or acceptable substitute, Contractor Progress Report, are required for both

SECTION 01 30 00 Page 12 the contractor and the Contracting Officer’s Representative (COR) covering the period from notice to proceed through final inspection. A coordinated report jointly signed by the Contractor and the COR may be submitted in lieu of individual reports.

1.16.6 Additionally, the Contractor is to provide a project plan in any approved CPM format to define work tasks and track progress for task orders in excess of $1,000,000.00, and/or when otherwise directed by the Contracting Officer at any dollar value. At least five days prior to work initiation, the contractor is to provide the Contracting Officer hardcopy Gantt charts and a formatted CD/DVD, or e-mail file copy, of the plan (CPM). Additionally, the (CPM) is to have a price (not cost) per task field for each task – this is commonly called line item price.

The total must add up to the fixed price task order amount. Contractor is not authorized to change fixed price on updates, unless authorized by Contracting Officer. Form 3064, Contract Progress Schedule, can be delivered in hardcopy or Excel format.

1.16.7 The Contractor shall prepare a work progress schedule required for completion of each of the various divisions of work. Updated CPM plans and Form 3064 (hardcopy and formatted diskette, or e-mail file copy) shall be provided by the contractor on a (to be indicated per project) basis, unless otherwise directed by the Contracting Officer, showing work progress, at the beginning of the workweek. If there are possible deviations from the original plan, those are to be noted and approved by the Contracting Officer before work changes are implemented. The schedule shall be submitted to the Contracting Officer, in the number of copies as directed prior to start of construction. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts”. The reports contemplated by the clause herein titled "Schedules for Construction Contracts" shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, "Contract Progress Schedule" and AF Form 3065, "Contract Progress Report." Or “NGB Progress Report”

1.17 SAFETY ASSURANCE

a. Compliance with Regulations. All work shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

Also see section 00800 of contract for additional information. Compliance with the USACE Safety Manual is required. The Safety Manual is available at the following web site:

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsManual.aspx

b. Contractor Responsibility. The Contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of work. The Government shall not be held liable for any action on the part of the Contractor, his employees or Sub-contractor, which result in illness, injury or death.

c. Crawl spaces and attics are to be treated as confined space entry.

Contractor must follow 29CFR 1910.146 and submit applicable request documentation, (to be determined by task order) when making an entry.

NOTE: A confined space does not include areas above suspended acoustical tile ceiling.

d. Where an employee can fall more than 6 feet, a fall protection system

SECTION 01 30 00 Page 13 must be used; 29 CFR 1926.500 stipulates where this occurs and the different types of fall arrest systems.

e. When the Contractor is working in buildings that are occupied by Government personnel, the Contractor must provide Material Safety Data Sheets (MSDS) to the Contracting Officer before they begin the work.

f. All references to protection of the site and adjacent buildings when trenching, shall include protection of all employees also.

g. Inspections, Tests and Reports. The required inspections, tests and reports made by the Contractor, Sub-contractor, specially trained technicians, equipment manufacturers and other as required, shall be at the Contractor’s expense.

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

i. Traffic Control Devices. The Contractor shall comply with the recommendations contained in Part 6 of the U. S. Department of Transportation, Federal Highway Administrations “Manual on Uniform Traffic Control Devices”, 2003 edition with Revision 1, available at http://mutcd.fhwa.dot.gov/, to ensure proper warnings to motorists and adequate traffic control. The Contractor shall provide all warning lights, barricades and other traffic control devices and signs.

1.18 INSPECTIONS AND TESTS

Inspections and tests are for the sole benefit of the Government and shall not relieve the Contractor of the responsibility of providing quality control measures to ensure that the work strictly complies with the contract requirements. No inspection or test by the Government shall be construed as constituting or implying acceptance. Reference Contract Clause FAR 52.246-12, “Inspection of Construction”.

1.19 QUALITY CONTROL/TESTS Also See Section 01451

a. Where work is specified to be in conformity with Standard Specifications of the American Society for Testing Materials (ATSM), or with Federal specifications or with specifications of well known recognized technical and trade organizations, but no tests are specifically stipulated in connection herewith, the Contractor shall furnish and pay for any tests or certifications required by the Contracting Officer to show that the proposed materials meet with the applicable requirements.

b. The Contractor shall submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the methods of testing used.

c. Wherever testing or analysis of material is required, such testing unless otherwise noted will be made at the Contractor’s expense.

d. Subsequent testing of those materials that fail to meet specifications will be accomplished by the Contractor at no cost to the Government.

SECTION 01 30 00 Page 14

e. Contractor Quality Control (CQC) Program: The Contractor shall provide and maintain an effective quality control program in accordance with the contract. Within 30 days (30) days of the award of the Basic Contract the Contractor shall provide three (3) copies of the Master CQC plan to the Contracting Office. Within 10 days (10) days of the award of the task order, the Contractor shall provide three (3)copies of the task order CQC plan to the Contracting Officer This document, as a minimum, shall include name and address of the independent testing agency and the responsible principal with the firm; a summary of QC tests required by the specification and to be provided by the testing agency; and typical daily reports forms to be used for this project. The plan shall also indicate organizational procedures to immediately notify the Contracting Officer or his/her representative of test results in noncompliance with the specification and recommendations on correction. The testing agency must be an independent company and not owned or partially owned by the Contractor or any relation or employee of the Contractor.

f. Samples used for testing shall be selected as specified for the various tests elsewhere in the specifications but in every case the method of selecting samples and the location for selection shall be as approved by the Contracting Officer.

g. Tests shall be made in accordance with the specified testing procedures and/or methods and otherwise as required to provide compliance with all contract requirements. Tests shall be made by independent, commercial testing laboratories approved in writing by the Contracting Officer.

h. Results of all tests shall be recorded on certified test reports of the commercial testing laboratories. Reports shall include a statement that the materials tested do or do not meet the requirements of the Contract specifications. Six copies of all reports shall be forwarded directly to the Contracting Officer for approval within five (5) days of the actual performance of the test. The testing agency shall immediately notify (verbally) the Contracting Officer of any tests that indicate failure to meet the contract requirements.

i. Any item, for which test reports show failure to meet all Contract requirements, shall be retested as often as required to show full compliance with Contract requirements, at the Contractor’s expense.

1.20 WARRANTY

a. In addition to the specific guarantees required by the specifications for certain portions of the work to be performed under this Contract, the Contractor shall furnish a written warranty for all of the work to be performed under this Contract, against defects in materials or workmanship for a period of one (1) year from the date of final acceptance of the completed work by the Government.

b. All work including workmanship, material, and equipment (other than Government furnished equipment) shall be warranted for the full period of standard manufacturer’s warranty, but in no case shall be warranted for a period of less than one (1) year upon notice from the Contracting Officer of any failure during this warranty period, the part or parts shall be replaced promptly with new parts by and at the expense of the Contractor. Whenever the manufacturer of a piece of equipment supplied by the Contractor customarily provides a warranty covering the equipment, the Contractor shall promptly turn over such to the Contracting Officer.

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c. Upon completion, the Contractor shall provide the Contracting Officer with five (5) bound sets containing maintenance, repair and operating instructions and parts lists for each piece of installed equipment.

d. Reference Contract Clause FAR 52.246-12, “Inspection of Construction” and FAR 52.246-21, “Warranty of Construction”.

1.21 CUTTING AND REPAIRING

a. Unless otherwise specified hereinafter, the Contractor shall do all necessary cutting, drilling, fitting and patching of work and corresponding work that may be required to make several parts come together and fit it to receive, or be received, by work of other trades shown upon, or reasonably implied, by the Drawings and Specifications for the completed project. Reference Contract Clause FAR 52.246-12, “Inspection of Construction”.

b. The Contractor shall be held responsible for all cutting, replacement, and repairing of work that is due to faulty workmanship and which is not specifically covered by specifications for trades which are affected. He will also be held responsible for providing, without extra cost to the Government, any small incidental items which are not specifically mentioned in trade specifications, but which are necessary to complete the work in accordance with the drawings, and under the general understanding that the work when completed shall be a finished and workmanlike job.

Reference Contract Clause FAR 52.236-5, “Material and Workmanship” and FAR 52.246-12, “Inspection of Construction”.

1.22 SITE CLEAN UP

a. The Contractor shall maintain the construction site in as clean and orderly condition as possible. All refuse and/or salvage material shall be gathered and disposed of periodically to maintain the site in this condition. All roadways, taxiways and ramp areas within the work area, or used by the Contractor, shall be swept and vacuumed daily to assure safe operation of aircraft. The cleaning operation shall be accomplished with self-propelled sweepers equipped with pick-up devices. The method of cleaning and equipment employed shall be subject to the approval of the Contracting Officer. Reference Contract Clause FAR 52.235-12, “Cleaning Up”.

b. During and after periods of rain, this construction site may have a very high water table and/or areas of standing surface water. Dewatering techniques are a Contractor’s option; however, the Contracting Officer shall approve the method prior to start of work.

c. Following completion of the work, the Contractor shall clean the entire area from any debris and/or excess of misplaced material due to his operation and obtain Contracting Officer’s approval of this finished work. (Reference Contract Clause FAR 52.246-12, entitled “Inspection of Construction” and FAR 52.236-12, “Cleaning Up”.)

d. Prior to acceptance of the facility and at such times as directed by the Contracting Officer, the Contractor shall thoroughly clean all exposed surfaces of the building where work under this contract was completed.

e. All protective coatings, except lacquers, shall be removed from finish surfaces and the finish surfaces shall be washed and cleaned. Contractor

SECTION 01 30 00 Page 16 shall be held responsible for all damaged materials, and at completion, shall replace, at his own expense, all such damaged materials.

1.23 LAYOUT AND GRADES

a. All lines and grade work not presently established at the site shall be laid out by the Contractor in accordance with the drawings and specifications. The Contractor shall maintain all established boundaries and benchmarks and replace as directed any which are destroyed or disturbed. Reference Contract Clause FAR 52.236-17, “Layout of Work”.

b. The Contractor shall engage a Professional Engineer or Registered Land Surveyor, licensed to practice as appropriate to the site location, to properly establish all locations, grades, elevations, dimensions, joints, etc., necessary to the proper location of all items of work included in this Contract. All such items shall be established in relation to the benchmark and control points noted on the drawings.

1.24 REFUSE AND SALVAGE MATERIALS:

a. All refuse, debris, and construction waste shall be legally disposed of off base at the Contractor’s expense. (Reference FAR 52.236-12 “Cleaning Up.”). Accumulations of refuse on the site will not be permitted.

b. All salvage property removed and not reinstalled under this contract shall be returned to the Government at a place on Base designated by the Contracting Officer, or properly disposed of when directed by the Government.

c. Non-Hazardous Solid Waste should be diverted to recycling, through appropriate means available to the Contractor, if such diversion is less than or equal to the equivalent cost of land filling or incineration.

d. The Contractor shall maintain adequate property control records for all materials or equipment specified to be salvaged. These records may be in accordance with the Contractor's system of property control, if approved by the property administrator. The Contractor shall be responsible for the adequate storage and protection of all salvaged materials and equipment, and shall replace, at no cost to the Government, all salvage materials and equipment which are broken or damaged during salvage operations as the result of its negligence, or while in its care.

Point of contact concerning Government salvaged items will be identified under the individual task order.

1.25 STORAGE

a. No secure storage space will be provided by the Government. The Government will not be responsible for property belonging to, or under the present control of the Contractor. The Contractor is to protect his materials. An unsecured, open area will be designated by the Contracting Officer for storage of construction equipment and materials during the period covered by this contract. Reference Contract Clause FAR 52.236-10, “Operations and Storage Areas”.

b. Contractor shall construct such temporary sheds as he may require for the use of his workmen and as required for tool cribs and storage of all work under this Contract. Temporary sheds shall be confined to the space assigned by the Contracting Officer. Sheds shall be of approved

SECTION 01 30 00 Page 17 construction and wood floors, lighting and heat shall be provided in all parts used by workmen. Exterior of sheds shall be painted, all parts maintained in good condition throughout the life of the Contract, and at completion, all parts shall be removed and the premises cleaned up.

Reference Contract Clauses FAR 52.236-10, “Operations and Storage Areas” and FAR 52.236-12, “Cleaning Up”.1.26 TEMPORARY FIELD OFFICES

a. As soon as practicable after award of Task Order, and until final completion of the work, Contractor shall provide, maintain and later remove a suitable temporary office(s) for his own use. All field offices shall be painted on the exterior, maintained in good repair, provided with adequate heating, lighting and maintained in a clean and sanitary condition at all times. Reference Contract Clause FAR 52.236-10, “Operations and Storage Areas”.

b. When required by the solicitation/task order documents the Contractor shall provide temporary office space for exclusive use of the Government inspectors, to include Contracted inspectors. This office shall include, as a minimum, as desk, a suitable chair, and access to a phone line at no additional cost to the Government.

c. The Contractor is reminded that smoking in buildings on a Government facility is prohibited. Contractors must provide a smoking area for employees away from the main entrance of a building.

1.27 TEMPORARY TOILET FACILITIES

Contractor to provide, at his expense, all temporary toilet facilities.

All temporary toilet facilities shall meet the requirements of health authorities having jurisdiction and shall be kept clean and in a sanitary condition at all times.

1.28 UTILITIES

a. The Contracting Officer has determined that Government-operated utilities (to be specified in individual task orders) are/are not adequate and will/will not be furnished to the Contractor without charge where existing outlets are available. The Contractor may use reasonable amounts of specified utilities for this construction operation without charge. The Contractor is responsible for installing temporary service outlets, as necessary, and charges will be made in accordance with the clause entitled “Availability and Use of Utility Services, FAR Clause 52.236-14. Any expense incurred to gain access to these utilities (temporary tap-ins, etc.,) shall be the responsibility of the Contractor and all utilities shall be returned to their original configurations at the end of the contracts. No alterations to existing utilities shall be accomplished without the written permission of the Contracting Office. The following utility/utilities will be made available: will be specified in each individual task order.

b. Contractor shall be responsible for gas charges once gas service is established until accepted by the Government.

1.29 UTILITY INTERRUPTIONS

a. All utility shutdowns require the prior approval of the Contracting Officer. Request for utility shutdown shall be made in writing at least four (4) weeks prior to the expected date of implementation. or as indicated in Task order documents. As soon as actual shutdown date is

SECTION 01 30 00 Page 18 known, the Contractor shall notify the Contracting Officer in writing requesting approval at least eight (8) work days prior to requested shutdown.

b. The Contractor’s progress schedule shall include preliminary listing of all proposed shutdown dates. Every effort shall be made to make all shutdowns as brief as possible, and as limited in extent as possible.

c. Contractor will provide an emergencies plan, with Contractors to accomplish the repairs in the event of utility and/or communications emergencies

1.30 EXCAVATING PERMIT

Contractor is required to secure an excavating permit from Base Civil Engineering, or other applicable agency as designated by the Contracting Officer before proceeding with any exterior on-site excavating or digging. The Base Civil Engineer must have three (3) to four (4) working-day notice from the Contractor prior to permit being secured.

1.31 COMPRESSED AIR

Contractor shall provide all compressed air used for work under this contract including temporary lines and connections. Remove all temporary lines, etc., at the completion of the work.

1.32 WEATHER PROTECTION AND TEMPORARY HEATING

a. The Contractor shall provide and maintain weather protection as may be required to properly protect all parts of the structure from damage during construction.

b. The Contractor shall be responsible for repairs and maintenance to the heating system or units during the period during progress of building construction and shall deliver same to the Government, at termination of such use, in perfect condition, cleaning out all air ducts and replacing all filters. Any temporary heating shall be at the expense of the Contractor.

1.33 BLOCKING OFF BASE STREETS

At least two (2) hours prior to the blocking of any street, or as designated by the task order documents, the Contractor shall advise the COR, appropriate Fire Department and Security Police of his intentions, identifying the location and the estimated time of closure. No more than two streets shall be closed at any time, and the two shall be no closer than five blocks from each other. However, there shall be no closures of any street without at least eight (8) days of prior notification to both the COR, appropriate Fire Department, Security Officer and the Contracting Officer.

1.34 ARCHEOLOGICAL, PALEONTOLOGICAL AND ENDANGERED SPECIES FINDS.

Any archeological finds (evidence of human occupation) or paleontological finds (evidence of prehistoric plant or animal life) are to be reported to the Contracting Officer immediately and continue work in other areas without interruption. Protect native endangered flora and fauna and notify Contracting Officer of any construction activities that might threaten endangered species or their habitats.

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1.35 EQUIPMENT REPORT – Also see Military Real Property Data in Section 00800.

a. The Contractor shall furnish, unless directed otherwise, upon completion of the project, “Real Property Installed Cost”, form in triplicate, of all equipment installed in the facility, and the installed cost of each item. Furthermore, the listing shall include the location of each item and nameplate date.

b. Typically, the listing shall include: air conditioners, air handling units, condensers, fans, pumps, air compressors, transformers, unit heaters, regulators, direct current power supplies, latrine fixtures, motors, engines, motor or engine-driven equipment, cranes, drinking fountains, sinks, water coolers, generators, space heaters, water heaters, refrigerators, freezers, coolers, meters, gas detectors, humidifiers dehumidifier, air purifier, ovens, power units, fuel tanks, water tanks, elevators, welders, recorders, reels, scales, hydrants, intrusion detection equipment, fire detection and alarm equipment, emergency light sets, emergency eye wash, deluge showers, washers, dryers, dishwashers, bridge cranes, and like items of equipment.

c. Final payment will not be made to the Contractor until the Government has received and approved the listing. The Contractor shall use the “Real Property Installed Cost” form provided to him in the Construction Contractor Guide or given to him at the Pre-performance Conference.

1.36 DAMAGES, REPAIRS

a. All damages by the Contractor’s operations shall be repaired, or replaced, at the Contractor’s expense, as directed by the Contracting Officer. Any Government property damaged as a result of the work, materials, or operations of the Contractor shall be restored at no additional expense to the Government.

b. All existing sidewalks, curbs, and pavement disturbed, broken or removed or otherwise damaged by the Contractor during performance of the work under this contract shall be replaced by the Contractor at his own expense. Replaced sidewalks, curbs, and pavements shall be smooth, shall blend into the existing work, and shall not present depressions or humps.

c. Reference Contract Clause FAR 52.236-9, “Protection of Existing Vegetation, Structures, Equipment,…

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