Attachment_1 _Specifications.pdf

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Repair Fuel System Maintenance Hangar, B731 Federal contract opportunity
Solicitation number
FA6703-15-B-0001
Issued by
Department of the Air Force Reserve Command

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Attachment_2 _Repair_Hangar_B731_Drawings.pdf PDF
Attachment_4 _Decision_No_GA_134_Building_Construction.pdf PDF
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REPAIR FUEL SYSTEM

HANGAR - DOBBINS

Dobbins ARB

Georgia, U.S.A.

SPECIFICATIONS

FINAL SUBMITTAL

February 20, 2015

Contract Number: FA6643-10-D-0004

Task Order Number: 5X-AE04

TM Project Number: 13015

Dobbins ARB B-731, Repair Fuel System Hangar

PROJECT TABLE OF CONTENTS

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 30 00 SUBMITTALS

SUBMITTAL REGISTER

01 32 17.00 20 NETWORK ANALYSIS SCHEDULES (NAS)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 56 00 ENVIRONMENTAL REQUIREMENTS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND

MERCURY

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 71 00 DOOR HARDWARE

08 72 50 HANGAR DOORS WEATHERSTRIPPING

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE CLEANING AND RESTORATION

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 90 00 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER LTW HEATING SYSTEM

23 52 00 HEATING BOILERS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 51 00 INTERIOR LIGHTING

-- End of Project Table of Contents --

Dobbins ARB B-731, Repair Fuel System Hangar 4986

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

G001 COVER SHEET

G002 LEGENDS, ABBREVIATIONS, & NOTES

AB101 ABATEMENT PLAN

AD101 DEMOLITION PLAN

A101 FLOOR PLAN

A102 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A601 SCHEDULES & DETAILS

A701 FINISH PHOTOS - HANGAR

A702 FINISH PHOTOS - HANGAR & ADMINISTRATION

A703 FINISH PHOTOS - SHOP AREA

A704 FINISH PHOTOS - EXTERIOR

A801 SIGNAGE PLANS

P101 LEGEND, SCHEDULE, NOTES, AND DETAILS - PLUMBING

P102 HANGAR DEMOLITION AN DNEW WORK PLANS - PLUMBING

M101 GENERAL NOTES AND LEGEND - MECHANICAL

M102 SCHEDULES - MECHANICAL

M103 DETAILS - MECHANICAL

M104 DETAILS - MECHANICAL

M105 DETAILS - MECHANICAL

M201 HANGAR DEMOLITION PLAN - MECHANICAL

M202 ADMIN AREA & MECHANICAL ROOM DEMOLITION PLAN - MECHANICAL

M301 HANGAR NEW WORK FLOOR PLAN - MECHANICAL

M302 ADMIN AREA & MECHANICAL ROOM NEW WORK PLAN - MECHANICAL

M401 CONTROL SCHEMATICS - MECHANICAL

E101 LEGEND, SCHEDULES, DETAILS AND FIXTURE PLATES

E201 DEMOLITION FLOOR PLAN - ELECTRICAL

E301 NEW WORK FLOOR PLAN - LIGHTING

E302 NEW WORK FLOOR PLAN - POWER AND SPECIAL SYSTEMS

-- End of Document --

DOCUMENT 00 01 15 Page 1

SECTION 01 01 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT INFORMATION

1.1.1 Contract Drawings and Specifications

1.2. SUBMITTALS

Submittals shall be submitted in accordance with Section 01 30 00, SUBMITTALS.

NOTE: The contractor shall obtain Government approval of all materials and equipment requiring submittals prior to bringing these materials and equipment onto Dobbins ARB for installation and incorporation into the work. The contractor shall follow Section 01 30 00 of the basic contract in obtaining Government approval.

1.2.1. Administrative or Close-out Submittal

a. Construction Phasing (ref: paragraph 3.2.1)

b. Daily Progress reports to Contracting Officer within 2 hours of shift completion

c. Vehicle/Equipment to be used on Airfield (ref: 3.4)

d. Quality Control Plan, (ref: paragraph 3.17.6)

e. As-built drawings (After construction complete)

1.3. GENERAL DESCRIPTION

1.3.1. Location

The project is located at Dobbins Air Reserve Base, Georgia. Project site is on the exterior and interior of building 731.

1.3.2. Project Description

Construction involves painting the interior and exterior of the building as well as some light interior remodeling and replacement of floors and ACT Ceilings. The hanger floor will be painted with a three part epoxy floor system. Work will include repair and replacement of selected mechanical systems and electrical systems. Exterior in ground fuel storage tanks will be abandoned in place by pumping out and filling with concrete. All work is fully described in the drawings and specifications.

1.4 GOVERNMENT INSPECTOR

The Base Civil Engineer, or his authorized representative, is designated as the representative of the Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract.

This clause does not authorize anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

1.5 ORAL STATEMENTS

No oral statement by any government official shall in any manner or degree modify or otherwise affect the terms of this contract.

1.6 NO GOVERNMENT WAIVER

The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred will not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

1.7 AS-BUILT RECORDS

1.7.1 As-Built Drawings

Maintain at the jobsite 2 sets of full-size contract drawings. Any deviations from the contract drawings shall be marked legibly and accurately with a red pen. These drawings shall be available for review by the Contracting Officer at all times. Submit one marked set of prints to the Contracting Officer no later than 30 calendar days after work is deemed substantially performed or beneficial occupancy is taken.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 BASE REGULATIONS

The Contractor and his employees and subcontractor shall become familiar with and obey all base regulations, including fire, traffic, airfield, safety, environmental, and security regulations. Regulations are available upon request. All personnel employed on subject contract shall keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless previously cleared for such entry. The Contractor's equipment shall by conspicuously marked for identification.

3.2 WORK SCHEDULE

The Contractor shall schedule his work to cause the least amount of interference with base operations. Work schedules shall be subject to the approval of the Contracting Officer. Under no circumstances shall fire water system be out of service for more than 5 calendar days. Permission to interrupt any base roads and/or utility service shall be requested in writing a minimum of 10 calendar days prior to the desired date of interruption. Interruption shall not take place without specific approval from the Contracting Officer.

3.2.1 Construction phasing

Fourteen days prior to commencing work, provide to the Contracting Officer, for approval, a plan, that indicates the Timeline of start to completion of each construction phase.

3.3 WORK HOURS

The normal hours of work for the performance of this contract will be from 7:30 AM to 5:00 PM except as otherwise expressly provided in this contract. [NOTE: All work on or within 100lf of the edge of the runway shall be done from 11:00PM until 6:00AM.] The workdays will be Monday through Friday, with Federal holidays excluded. Alternate work hours require written permission of the Contracting Officer. The contractor must submit a written request for permission to work to the Contracting Officer at least 2 working days in advance of the date when the contractor desires to deviate from the normal hours and days. Permission to deviate will be predicated on complete justification for the request after due consideration to a larger work force and more equipment during normal hours, and providing the contractor defrays the additional costs to the Government including, but not limited to, inspection computed in accordance with existing Government regulations. If permission is granted by the Contracting Officer, written authority will be furnished to the contractor prior to the date the contractor desires to deviate from the normal hours or days. The Contracting Officer may also direct performance as authorized by the General Provisions by reference clause entitled “Schedule for Construction Contract.”

3.4 OPERATIONS ON THE AIRFIELD

All access to or through airfield areas shall be coordinated with the Contracting Officer and with the Chief of Airfield Management (CAM). The Contractor shall, at all times that he is on the airfield, be in verbal and visual contact with the control tower. Contractor shall provide radio’s to maintain contact with the Control tower. The control tower and the CAM shall be verbally informed when the work, for the shift, is complete and all equipment, labor, and materials have been removed from the airfield by the Contractor. At 6AM daily, the CAM shall conduct a visual runway check to ensure that all contractor tools, equipment, employees and debris are being removed OR have been removed before opening the runway to aircraft traffic at 7AM. Contractor is responsible for material and construction debri removal deposited on runway and taxiways and the contractor shall have sweeper/vacuum truck on-site to remove the material and debri. In the event the contractor causes a airfield safety violation which could cause damage to personnel and/or property, the CAM or designated representative will take the necessary action to remove the violation and advise the contracting officer and construction inspector as soon as possible. Contractor shall use low profile lighted and flagged barricades to outline the work area(s). Forty-five days prior to construction start, Contractor shall provide, to the contracting officer, the number, type and vertical height of all equipment and vehicles to be used on the airfield. All flightline drivers, not being escorted, will have to pass a written flightline drivers test administered by Airfield Management. All flightline drivers must obtain an AF Form 483, Competency Card, before driving on airfield.

3.4.1 Aircraft Traffic Interruption

The operation of equipment and the performance of work upon and in the vicinity of airfields shall be coordinated with the Contracting Officer and with the CAM. Neither equipment nor personnel shall use any portion of an airfield without permission of these officers unless the runway is closed. The airfield is active and work interruptions may occur for emergency or special mission purposes. Work interruptions may occur for emergency or special mission purposes. In the event the contractor is advised by the control tower to clear the overrun/runway, the contractor shall remove all debris, equipment and personnel from the operational surfaces of the airfield and beyond the hold line within 15 minutes of notification to clear the overrun/runway. A scheduled landing or departure that has been identified to the Contractor prior to the start of the Contractor’s work shift shall not be considered an interruption.

3.4.2 Clean-up

The Contractor shall clean debris from the runway, taxiway, and ramp surfaces as the work proceeds. The “clean as you go concept” is necessary to ensure a clean surface is available if there is an aircraft emergency. The contractor shall keep vehicle floor boards, beds and tires free of any debris that could cause a Foreign Object Damage (FOD) to aircraft.

3.4.3 Marking and Lighting of Contractor’s Vehicles used on the Airfield

During daylight hours, the Contractor’s vehicles shall have a flag on a staff attached to the vehicle so the flag will be readily visible. The flag shall be 3 feet square having a checkered pattern of International Orange and white squares each 1 square foot in size. In addition, vehicles shall have a yellow flashing beacon mounted on the uppermost part of the vehicle. The light shall be low intensity with a maximum of 400 candelas, a minimum of 40 candelas, and there shall be 360 degree azimuth coverage.

The flash rate shall be 75+/- 15 flashes per minute. In lieu of a flag and beacon, vehicles can be escorted by a properly equipped vehicle.

3.5 EXISTING WORK

The removal or altering in any way of existing work shall be carried on in such a manner as to prevent personal injury or damage to any portions of the existing work that remains.

3.6 SANITATION

Adequate sanitary conveniences of a type approved for use by persons employed on the work shall be provided. Sanitary conveniences shall be properly secluded from public observation, and maintained by the Contractor in such a manner as required or approved by the Contracting Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, the contractor shall remove the conveniences from the premises, leaving the premises clean and free from nuisance.

3.7 UTILITIES

All reasonable quantities of government provided utilities shall be made available to the contractor without charge. Any temporary telephone service shall be requested by the contractor from the local Telephone Company providing service to Dobbins ARB. The contractor shall not tamper with, connect or access any Government communication facility, equipment or cable without express written consent from the Contracting Officer. Any temporary connections or lines that may be required shall be installed, maintained, and removed by the Contractor at his expense and in a manner satisfactory to the Contracting Officer. Contractor shall remove all temporary connections and lines prior to final acceptance of the construction.

3.8 UTILITY SERVICE INTERRUPTION

The Government shall not be held responsible for interruptions of utility services and shall not be liable for Contractor delays, damages, or increased costs occasioned by any such interruption of services.

3.9 OPTIONAL REQUIREMENTS

Where a choice of materials or methods, or both, is permitted in this contract, the Contractor will be given the right to exercise the option unless otherwise required by the specification or plans.

3.10 MATERIAL APPROVAL SUBMITTAL PREPARATION

"Material and Workmanship" shall be accomplished on and in accordance with the instructions to AF Form 3000, Material Approval Submittal. Material Approval Submittals shall contain complete information for the product proposed. The information shall be in enough detail to allow the Government to determine acceptability. Information to be provided includes, but is not limited to: a description of all salient features of the product, descriptive literature and manufacturer's cut sheet (if available), plus an explanation as to precisely why and how the material or item submitted meets or exceeds all required functions, performance and quality specifications.

3.11 MATERIAL DISPOSITION

3.11.1 Material/Equipment Title

Title to materials and equipment to be demolished, except Government salvage and historical items, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.11.2 Contractor Salvage

Contractor shall salvage items and materials to the maximum extent possible. Material salvaged for the Contractor shall be stored as approved by the Contracting Officer and removed from Government property before completion of the contract. The contractor shall not sell salvaged material on the site.

3.12 CLEAN-UP

Remove and transport debris in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply. The contractor shall maintain a clean and orderly work site.

3.13 SAFETY REQUIREMENTS

The contractor shall initiate and maintain programs that comply with the provisions of 29 CFR parts 1926 and 1910 of the Occupational Safety and Health Standards. These programs shall include the education and training of employees and subcontractors’ personnel in the recognition, avoidance, and prevention of unsafe conditions and practices.

3.14 FIRE PROTECTION

The contractor shall be responsible for furnishing adequate and proper fire protection during all phases of work on site.

Contact the base Fire Department in the event of emergency.

3.15 FACILITIES AND SERVICES

The contractor is responsible for storage of all materials. Storage areas shall be shown on the site plan and approved by the Contracting Officer.

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

The contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment, as directed. Two transmitters shall be provided by the government to the contractor for use during construction.

3.16.2 Materials Burning

Burning of trash, timber and any other debris on government property is not permitted.

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

Obtain these pursuant to paragraph 3.1 of this specification. Permits are required for, but are not necessarily limited to, welding, and digging.

3.17.1.1 Government Digging Permits

The requirement for digging or excavation permits (AF Form 103) shall be applicable for Government-owned utilities such as water, gas, electrical, sewer, fiber optics, telephone cable and communication cables for radar, weather and navigational aids cable.

3.17.1.1.1 Procedures for Government Digging Permits

Contractor shall not dig anywhere on Dobbins ARB without a valid digging permit.

Contractor shall notify the Contracting Officer in writing to request a digging permit.

Contractor shall stake the area on site where digging is to occur. This shall be done the same day the dig permit is requested.

Government has 14 days to issue an initial digging permit.

Contractor shall maintain all markings during construction performance period.

Once a digging permit is issued, the contractor must hand dig and locate all marked utilities within 5 feet of the area to be worked on. Contractor shall fill all holes prior to project completion.

If, during the life of the digging permit, utility markings are removed by the contractor or his subcontractor the contractor shall be responsible for replacing all markings.

3.17.1.2 UPC Digging Permits

The procedures set forth for Government-owned utilities shall not apply to utilities which are governed by the Utilities Protection Center (UPC) under the auspices of the State of Georgia. UPC utilities on Dobbins ARB include television cable, telephone cables, data cables, etc.. Procedures for utilities governed by the UPC shall be followed in accordance with Georgia Utility Facility Protection Act (GUFPA). The contractor is required to obtain a UPC digging permit prior to digging on Dobbins ARB. The government is not responsible for issuing or monitoring UPC digging permits.

3.17.1.3 Utility Damage

The Contractor must immediately notify the Government technical representative and UPC in the event that utility damage occurs. If damage to utilities is due to contractor non-compliance with permit instructions or contract requirements, repairs required shall be at the contractor’s expense. Fiber optic cables, which cannot be repaired to meet the minimum allowable decibels, will be replaced at the contractor’s expense.

3.17.1.4 Welding Permits

Obtain welding permits on a daily basis from the Base Fire Department.

3.17.2 Severe Weather Protection

In the event of severe weather, the contractor shall take precautions to minimize any danger to persons, and protect the work and any nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work.

3.17.3 Clean Tire Policy

Dobbins ARB has a clean tire policy at work sites. The purpose of this policy is to reduce or eliminate the transport of mud from the work area onto public rights-of-way by motor vehicles leaving the site or by runoff from the site. Clean and remove mud from the wheels of vehicles prior to entrance to public rights-of-way. The site exit shall be maintained in order to prevent tracking or flow of mud onto public rights-of-way. Immediately remove all materials spilled, dropped, washed or tracked from any vehicle or site onto any roadway or into any storm drain. Compliance with the clean tire policy, by Contractor and Sub-contractor personnel, shall be the sole responsibility of the Contractor.

3.17.4 Erosion and Sediment Control

Take positive steps to minimize siltation and erosion during the work. Comply with the requirements of Section 01 56 00, drawings and all other related specification sections.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobbins ARB shall comply with the requirements of Section 01 56 00.

3.17.6 Quality Control Plan

The contractor shall be required to institute a comprehensive Quality Control Program in order to assure himself and the Government that all materials and workmanship are in strict accordance with the provisions of the specifications. Within 10 calendar days after receipt of Notice to Proceed, the contractor shall submit his Quality Control Program Plan to the Contracting Officer for review and approval. The plan shall contain, at a minimum, identification of procedures for quality control, the type and model of major pieces of equipment to be used on-the-job, ordering procedures for materials, and procedures to ensure adequate progress.

3.17.7 Hazardous Spill Reporting

The contractor shall report any spill of oil or hazardous substances to the Fire Department service desk at Ext. 911 from a government phone, or (678) 655-4840 from a commercial phone (24 hours per day, 7 days per week). The contractor shall take every reasonable precaution to prevent the spillage of oil or other hazardous substances.

--- END OF SECTION ---

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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. The following shall be submitted in accordance with Section

01 30 00 SUBMITTALS:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

Permission to interrupt any Activity roads, tarmac, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Submit form DARB 5 for each person requiring base access.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 1

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contractor Officer, Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

The Government will remove Government property in the areas of the building scheduled to receive work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not Used

SECTION 01 14 00 Page 2

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 3

SECTION 01 30 00

SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES: (NOT USED)

1.2 DEFINITIONS

1.2.1 Submittal Definition, Shop drawings, product data, samples, administrative and closeout submittals, and additional data presented for review and approval by the Government.

1.3 SUBMITTAL TYPES

1.3.1 Material Submittals

Submittals for which review and approval will be made to ensure that the materials installed and process used for installation are in compliance with the design concept and contract documents. These include, but are not limited to, those items shown in paragraph 1.7 of this section. The following are examples of material approval data items:

a. Shop Drawings: As used in this Section, drawings, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate a portion of the work. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

b. Product Data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate a portion of the work, but not prepared exclusively for this Contract. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship, physically identical to a portion of the work, illustrating a portion of the work or establishing standards for evaluating the appearance of the finished work or both. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

1.3.2 Administrative and Closeout Submittals

Submittals of data for which review and approval will be to ensure that the administrative requirements of the contract are adequately met but not to ensure directly that the work is in accordance with the design concept and in compliance with the Contract documents. Submittals of this type include, but are not limited to, those items shown in paragraph 1.7 of this section.

1.3.3 Approving Authority

The approving authority for all submittals shall be the Contracting Officer.

1.3.4 Work

As used in this Section, the construction required by the Contract documents, including labor necessary to produce the construction and materials, products, equipment, and systems incorporated or to be incorporated in such construction and including materials, products, equipment, and systems produced both on and off-site.

1.4 PROCEDURES FOR ADMINISTRATIVE AND CLOSEOUT SUBMITTALS

1.4.1 Administrative and closeout submittals shall be provided as the work progresses in accordance with the time frames established within the contract for each item. Should a delivery date fall on a weekend or a holiday, the submittal shall be due the next working day thereafter.

1.4.2 Unless otherwise stated, the Government shall have fifteen (15) working days for review and acceptance of each administrative/closeout submittal.

1.4.3 All administrative/closeout submittals shall be submitted by letter to the Contracting Officer. The format shall be as specified for each item at the point in the contract which establishes the requirement. If a format and applicable forms are not specified, the submittal may be made on 8 1/2" by 11" plain bond paper, double-sided. The item shall be neatly and legibly handwritten or typed.

1.4.4 Warranties and operating instructions are required at the completion of the contract work and shall be submitted no later than thirty (30) calendar days after work is deemed to be substantially performed or beneficial occupancy is taken. Four copies of all warranties and operating instructions shall be provided unless otherwise specified. The Government shall have thirty (30) calendar days for review and acceptance. Operation and maintenance manual data also shall include components required in the various technical sections of this specification.

1.4.5 With the exception of as-built drawings, drawings included in an administrative or closeout submittal shall conform to the requirements of paragraph 1.6.3 of this section.

1.4.5 Unless otherwise stated, administrative and closeout submittals shall be submitted in quantities of four, one original and three copies.

1.5 PROCEDURES FOR MATERIAL SUBMITTALS

1.5.1 Limits and Constraints Regarding Material Submittals

a. Submittals shall be complete for each portion of the work; components of the work interrelated as a system shall be submitted at the same time.

b. When submittal acceptability is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

c. Submittals of information not required as a submittal, or covering work for which the submittals have been returned as "approved" or "approved as noted," will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which the item functions.

e. The work shall conform to approved submittals as approved. In the event a previously approved submittal has an error or omission, the contractor shall revise the submittal and resubmit for approval. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved.

f. Approval of a submittal by the Contracting Officer shall not relieve the Contractor from the responsibility to provide materials which comply with project specifications.

g. All material submittals must be submitted on an AF Form 3000, entitled Material Approval's submittal.

Review of submittals by the government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the contractor from responsibility for errors and omissions.

1.5.2 Scheduling of Material Submittals - SUBMITTAL REGISTER (AF FORM 66)

a. Material submittals requiring government review and/or approval are defined in each section of the specification.

AF Form 66 contains a listing of items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The contractor shall complete and submit the forms to the Contracting Officer for approval within 15 calendar days after Notice-to-Proceed or at the direction of the Contracting Officer. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. The submittal register and the progress schedule shall be coordinated. The Contractor shall carefully control his/her procurement operations to ensure that each individual submittal is made on or before the Contract scheduled submittal date shown on the approved “Submittal Register.” Approval must be obtained from the Contracting Officer before the Contractor initiates any work for which material submittals are required. Submittals for critical items or long lead items shall be submitted individually to expedite processing.

b. The Contractor shall coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittal processing. Also, coordinate and sequence different categories of submittals for same work and for interfacing units of work, so that one will not be delayed by coordination with another.

c. Except as otherwise specified, the Government will have fifteen (15) working days, beginning with receipt by the Contracting Officer, for review and approval of each material submittal. The period of review is the same for both the submittal and resubmittal.

d. For submittals requiring approval by the Fire Protection Engineer, the Government shall have, beginning with receipt by the Contracting Officer, 30 calendar days for review and approval of the submittal. The period of review is the same for both the submittal and resubmittal.

e. Resubmittals for disapproved items shall be made within the time specified on the AF Form 3000 by the Contracting Officer.

1.5.3 Contractor Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and Contract documents.

b. Ensure that material is clear and legible. Ensure required specialty stamps are affixed and signed.

c. Stamp each sheet of each submittal with the Contractor's certificating stamp, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. Word the submittal stamp as follows:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated into Project Number

____________,_______, is in compliance with the Contract drawings and specifications, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by __________________ Date _____________"

Note that this certification shall be placed on data attached to the AF Form 3000, not the AF Form 3000 itself.

d. Sign the Contractor's certification. The person signing the certification shall be one designated in writing by the Contractor as having that authority. The signature shall be in original ink. Stamped signatures are not acceptable.

e. Transmit submittals to the Contracting Officer in orderly sequence, to prevent project delays and delays in work by the Government or separate contractors.

f. Proposed deviations from the contract requirements shall be clearly identified. Advise the Contracting Officer of submittals which include a proposed deviation requested by the Contractor, the reason for deviation shall be annotated on the submittal. The notification shall be inserted directly under the AF Form 3000 and shall clearly state that the submittal includes deviations from the specifications and drawings. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved

g. Correct and resubmit submittal as directed by the Contracting Officer. Direct specific attention, in writing or on resubmitted submittal, to revisions not requested by the Contracting Officer on previous submissions.

h. Retain a copy of approved submittals at the project site, including the Contractor's copy of approved samples.

i. Furnish additional copies of submittals if requested by Contracting Officer, limit of 5.

j. Ensure no work is begun until the submittals for that work have been returned as "approved" or "approved as noted," except to the extent that a portion of the work must be accomplished as a basis of the submittal.

k. If an “or equal” product is submitted for approval, the contractor shall identify in the submittal what features are the same as the brand name product and what differences exist between the equal product and the brand name product.

1.5.4 Approving Authority's Responsibilities

a. Submittals will be reviewed for approval with reasonable promptness and only for conformance with project design concepts and compliance with the Contract documents.

b. Submittals will be returned with one of the following notations:

(1) Submittals marked "approved" or "approved as submitted" authorize the Contractor to proceed with the work covered.

(2) Submittals marked "approved as noted" authorize the Contractor to proceed with the work as noted provided the Contractor takes no exception to the notations and complies with all notations.

(3) Submittals marked "disapproved" indicate the submittal does not comply with the design concept or the requirements of the Contract documents and shall be resubmitted with appropriate changes.

1.6 FORMAT AND QUANTITY OF MATERIAL SUBMITTALS

1.6.1 Transmittal Form

Use of Transmittal Form AF Form 3000 is required. Transmit each submittal, except sample installations and sample panels, to the office of the Contracting Officer.

1.6.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction Contract number.

c. The Section and Paragraph number of the Specification Section in which the submittal is required.

d. Submittal number - Submittals shall be numbered sequentially by date submitted including re-submittals. Each submittal number shall be unique. A resubmittal shall be numbered in sequence as though an original submittal and shall include a reference to the submittal number for which the resubmittal is being made.

e. The name, address, and telephone number of the subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

f. Product identification and location in project.

1.6.3 Format and Quantity for Shop Drawings

a. For shop drawings presented on sheets larger than 8 1/2-inches by 14 inches, submit one reproducible and three prints of each required shop drawing prepared for this project.

(1) Transmit re-producibles rolled in mailing tubes.

(2) Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information "Identifying Submittals."

(3) After review, the approving authority will retain the prints and return only the reproducible with notation resulting from the review.

b. For shop drawings presented on sheets 8 1/2-inches by 14 inches or less, conform to the format and quantity requirements for product data, and present as a part of the bound volume for the submittals required by the Section.

c. Dimension drawings, except diagrams and schematic drawings; prepare dimensioned drawings to scale. Identify materials and products for work shown.

d. Shop drawings shall be not less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

1.6.4 Format and Quantity for Product Data

a. Submit 6 copies of submittals of product data.

b. Present product data submittals for each Section as a complete, bound volume. Include a table of contents listing page and catalog item numbers for product data.

c. Indicate, by prominent notation, each product which is being submitted; indicate the Section and paragraph numbers to which it pertains.

d. Supplement product data with material prepared for the project to satisfy submittal requirements for which product data does not exist. Note that the material is developed specifically for the project.

1.6.5 Format and Quantity of Samples

a. Furnish samples in the sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

(1) Sample of equipment or device: Full size.

(2) Sample of materials less than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of materials exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of linear devices or materials, such as, conduit and handrails: 10-inch length or length to be supplied, if less than 10 inches.

(5) Sample of non-solid materials, such as, sand and paint.

(6) Color selection samples: 2 inches by 4 inches.

(7) Sample panel: 4 feet by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples showing range of variation: Where variations are unavoidable due to the nature of the materials, submit sets of samples of not less than three units showing the extremes and middle of the range.

c. Quantity, unless otherwise specified:

(1) Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

(2) Submit one sample panel. include components listed in technical section, as required by specifications.

(3) Submit one sample installation, as required by specifications.

(4) Submit one sample of non-solid materials, as required by specifications.

d. Recording of sample installation: Note and preserve the notation of the area constituting the sample installation but remove the notation at the final clean up of the project.

e. When a color, texture or pattern is specified in naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.7 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

SD-AA, Progress Schedule

Schedule for performance of work for the project, Contract Progress Schedule. (A type of administrative or closeout submittal.)

SD-BB, Progress Reports

Bi-weekly progress reports on work completed, Progress Report. ( A type of administrative or closeout submittal.)

SD-01, Data

Submittals which provide calculations, descriptions, or documentation regarding the work.

SD-02, Manufacturer's Catalog Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents. (A type of Material Submittal.)

SD-03, Manufacturer's Standard Color Charts

Preprinted brochures of illustrations showing the color range of a material. Color selection samples may be submitted in lieu of color charts. (A type of Material Submittal.)

SD-04, Drawings

Scaled drawings, diagrams, schematic drawings, or other drawings, primarily graphic in nature, illustrating details, configuration, components, physical or functional relationship, and connections of a part of the work and the relationship of one part of the work to others or illustrating relationships among various parts of the work. (A type of Material Submittal.)

SD-05, Design Data

Design calculations, mix designs, analyses, or other data, written nature and pertaining to a part of the work. (A type of Material Submittal.)

SD-06, Instructions

Preprinted material describing the installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions. (A type of Material Submittal.)

SD-07, Schedules

A tabular listing of information pertaining to the work or a tabular listing including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work. (A type of Material

SD-08, Statements

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other lower tier contractor, the purpose of which is to further the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality. (A type of administrative or closeout submittal.)

SD-09, Reports

Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified.

Test methods used shall be identified and test results shall be recorded.

SD-10, Test Reports

A report signed by an authorized official of a testing laboratory that a material, product, or system identical to the material product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results;

and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract. (A type of Material Submittal.)

SD-11, Factory Test Reports

A written report which includes the findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for this project before it is shipped to the job site. The report must be signed by an authorized official of a testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. (A type of Material Submittal.)

SD-12, Field Test Reports

A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements;

state the test results; and indicate whether the material, product, or system has passed or failed the test. (A type of Material

SD-13, Certificates

A written statement, signed by an authorized official of the manufacturer of a product, system, or material attesting that the product, system, or material conforms to the requirements of the Contract documents. The certificate of compliance must be dated after the award of this contract, name the project, and list the specific requirements which it is intended to address.

Except for test reports and factory test reports required as separate submissions, the certificate of compliance shall be submitted with substantiating test reports and other supporting data. (A type of Material Submittal.)

SD-14, Samples

Physical examples of products, materials, equipment, and assemblies to illustrate quality, finish, or workmanship and referred to in the technical sections as "samples." (A type of Material Submittal.)

SD-15, Color Selection Samples

Samples of the available choice of colors, textures, and finishes of a product or material, presented over a substrates identical in texture to that proposed for the work. (A type of Material Submittal.)

SD-16, Sample Panels

An assembly constructed at the…

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