COMBINED_SPECIFICATIONS.pdf

This Page Intentionally Left Blank

Repair Squadron Operations, Building 3129 Fairbanks, Alaska

Project No. FTQW 07-2006

TABLE OF CONTENTS Page 1 Final Design Submittal

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 49 00 TEMPORARY FACILITIES FOR GOVERNMENT PERSONNEL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 58 00 PROJECT IDENTIFICATION

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

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 72 00 CAST STONE

04 85 10 STACKED STONE VENEER/PREFABRICATED ROCK PANELS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET AND SPRAYED POLYURETHANE INSULATION

07 22 00 ROOF AND DECK INSULATION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

Project No. FTQW 07-2006

TABLE OF CONTENTS Page 2

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOOR FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 22 13 WIRE MESH PARTITIONS

10 26 00 WALL PROTECTION

10 44 16 FIRE EXTINGUISHER CABINETS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MAT SYSTEM

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 13 29 SANITARY SEWERAGE PUMPS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 01 30.41 HVAC SYSTEM CLEANING

23 05 15 COMMON PIPING FOR HVAC

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 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

Project No. FTQW 07-2006

TABLE OF CONTENTS Page 3

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

-- End of Table of Contents --

Repair Squadron Operations, Building 3129 Project No. FTQW 07-2006

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:

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

GI001 LIFE SAFETY CODE ANALYSIS

GI101 LIFE SAFETY FLOOR PLAN

CIVIL

C-101 SITE PLAN

STRUCTURAL

S-001 GENERAL NOTES

SD101 OVERALL DEMOLITION PLAN

SD102 ENLARGED FOUNDATION DEMOLITION PLAN

SD103 ENLARGED FRAMING DEMOLITION PLAN

SD104 ENLARGED FRAMING DEMOLITION PLAN

SD105 ENLARGED FOUNDATION DEMOLITION PLAN

S-101 OVERALL FOUNDATION PLAN

S-102 ENLARGED FOUNDATION PLAN

S-103 OVERALL FRAMING PLAN

S-104 ENLARGED FRAMING PLAN

S-105 ENLARGED FRAMING PLAN

S-106 ENLARGED FOUNDATION PLAN

S-107 ENLARGED FRAMING PLAN

S-201 FRAMING ELEVATIONS

S-500 TYPICAL SECTIONS AND DETAILS

S-501 FOUNDATION SECTIONS AND DETAILS

S-502 FOUNDATION SECTIONS AND DETAILS

S-510 FRAMING SECTIONS AND DETAILS

S-511 FRAMING SECTIONS AND DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES

A-002 SYMBOLS AND ABBREVIATIONS

AD101 COMPOSITE DEMOLITION FLOOR PLAN

AD101A DEMOLITION FLOOR PLAN - SECTOR A

AD101B DEMOLITION FLOOR PLAN - SECTOR B

AD101C DEMOLITION FLOOR PLAN - SECTOR C

AD102 DEMOLITION PARTIAL ROOF PLAN

AD111A DEMOLITION REFLECTED CEILING PLAN - SECTOR A

AD111B DEMOLITION REFLECTED CEILING PLAN - SECTOR B

AD111C DEMOLITION REFLECTED CEILING PLAN - SECTOR C

AD201 DEMOLITION ELEVATION AND SECTION

DOCUMENT 00 01 15 Page 1

AD401 DEMOLITION INTERIOR ELEVATIONS

AD402 DEMOLITION INTERIOR ELEVATIONS

AD403 DEMOLITION INTERIOR ELEVATIONS

AD411 DEMOLITION PHOTOS

AD412 DEMOLITION PHOTOS

A-101 COMPOSITE FLOOR PLAN

A-101A FLOOR PLAN - SECTOR A

A-101B FLOOR PLAN - SECTOR B

A-101C FLOOR PLAN - SECTOR C

A-102 PARTIAL ROOF PLAN

A-111A REFLECTED CEILING PLAN - SECTOR A

A-111B REFLECTED CEILING PLAN - SECTOR B

A-111C REFLECTED CEILING PLAN - SECTOR C

A-201 EXTERIOR ELEVATION

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-401 ENLARGED PLANS

A-402 INTERIOR ELEVATIONS

A-403 INTERIOR ELEVATIONS

A-501 PARTITION TYPES AND DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-601 DOOR SCHEDULE, DOOR AND WINDOW TYPES

A-602 DOOR AND WINDOW DETAIL

A-611 ROOM FINISH SCHEDULE

A-612 MATERIAL FINISH LEGEND

A-801A FLOOR FINISH AND SIGNAGE PLAN - SECTOR A

A-801B FLOOR FINISH AND SIGNAGE PLAN - SECTOR B

A-801C FLOOR FINISH AND SIGNAGE PLAN - SECTOR C

FIRE PROTECTION

FA101A FIRE ALARM AND MNS PLAN - SECTOR A

FA101B FIRE ALARM AND MNS PLAN - SECTORS B AND C

FA102 FIRE ALARM AND MNS PLAN - MEZZANINE LEVEL

FA501 FIRE ALARM AND MNS RISER DIAGRAM AND ACTION MATRIX

FX100 FIRE SUPPRESSION PLAN - COMPOSITE

FX501 FIRE SUPPRESSION SECTIONS AND DETAILS

MECHANICAL

M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD101A MECHANICAL DUCT DEMOLITION PLAN - SECTOR A

MD101B MECHANICAL DUCT DEMOLITION PLAN - SECTOR B

MD101C MECHANICAL DUCT DEMOLITION PLAN - SECTOR C

MD111A MECHANICAL PIPE DEMOLITION PLAN - SECTOR A

MD111B MECHANICAL PIPE DEMOLITION PLAN - SECTOR B

MD111C MECHANICAL PIPE DEMOLITION PLAN - SECTOR C

M-101A MECHANICAL DUCT NEW WORK PLAN - SECTOR A

M-101B MECHANICAL DUCT NEW WORK PLAN - SECTOR B

M-101C MECHANICAL DUCT NEW WORK PLAN - SECTOR C

M-111A MECHANICAL PIPE NEW WORK PLAN - SECTOR A

M-111B MECHANICAL PIPE NEW WORK PLAN - SECTOR B

M-111C MECHANICAL PIPE NEW WORK PLAN - SECTOR C

M-501 MECHANICAL DETAILS AND SCHEDULES

M-601 MECHANICAL SCHEDULES

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

DOCUMENT 00 01 15 Page 2

ED101A ELECTRICAL LIGHTING DEMOLITION PLAN - SECTOR A

ED101B ELECTRICAL LIGHTING DEMOLITION PLAN - SECTOR B

ED101C ELECTRICAL LIGHTING DEMOLITION PLAN - SECTOR C

ED111 ELECTRICAL POWER DEMOLITION PLAN

ED121 ELECTRICAL COMMUNICATIONS DEMOLITION PLAN

E-101A ELECTRICAL LIGHTING PLAN - SECTOR A

E-101B ELECTRICAL LIGHTING PLAN - SECTOR B

E-101C ELECTRICAL LIGHTING PLAN - SECTOR C

E-111A ELECTRICAL POWER PLAN - SECTOR A

E-111B ELECTRICAL POWER PLAN - SECTOR B

E-111C ELECTRICAL POWER PLAN - SECTOR C

E-121 ELECTRICAL COMMUNICATIONS PLAN

E-401 ENLARGED PLAN - COMM ROOM 118

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 ELECTRICAL PANEL SCHEDULES

E-603 ELECTRICAL PANEL SCHEDULES

E-701 ELECTRICAL SCHEDULES

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Reference Drawings

The original construction drawings for this facility may be made available to the Contractor. Original construction drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. Information on procuring these drawings may be obtained from the Contracting Officer.

1.3.2 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Building 3129 is a 25,891+/- square foot, single story building constructed in 1995. The work includes the complete interior renovation of 7,200 +/-square feet of office space, and a partial renovation of the remainder of the facility as indicated on the Drawings and as follows:

1.1.1.1 Complete Interior Renovation Area

a. Removal of selected interior walls and construction of several new hard-wall offices and conference room.

b. Replacement of all flooring finishes throughout.

c. Replacement of all acoustical tile ceiling grids and ceiling tiles throughout.

d. Repair and replacement of hard ceilings throughout as required to accommodate lighting fixture replacement and fire alarm/fire suppression systems installation.

e. Replacement of mechanical diffusers in grid ceilings.

f. Painting of exposed ductwork and diffusers in vaulted ceiling spaces.

g. Replacement of all thermostats and hydronic heating system solenoid valves throughout.

h. Installation of a new split-system cooling unit for the communications room.

i. Replacement of all lighting fixtures with LED lighting fixtures throughout.

j. Replacement of all electrical outlets and light switches, installation of dimmer switches as appropriate, and installation of occupancy sensors throughout.

k. Removal of all associated branch circuit conduit and wiring and the installation of conduit and wiring to serve new devices and lighting fixtures in new locations throughout.

l. Removal of all communications outlets, horizontal cabling, and supporting conduits, cable trays, j-hooks, etc. and the installation of conduits, cable trays, and j-hooks to serve new communications outlets throughout.

m. Removal of a wall mounted communications cabinet and installation of a floor mounted communications cabinet in the existing communications

SECTION 01 11 00 Page 1 room.

n. Installation of horizontal cabling, data jacks, and patch panels.

Testing of all new communications cables.

o. Removal of the existing fire alarm system and installation of a new addressable fire alarm and mass notification system throughout.

p. Installation of a new fire suppression system throughout.

1.1.2 Partial Renovation Spaces

a. Replacement of selected flooring finishes.

b. Replacement of all acoustical tile ceiling grids and ceiling tiles throughout.

c. Repair and replacement of hard ceilings throughout as required to accommodate lighting fixture replacement and fire alarm/fire suppression systems installation.

d. Painting of walls throughout.

e. Replacement of mechanical diffusers in grid ceilings and hard ceilings throughout.

f. Painting of exposed ductwork and diffusers in vaulted ceiling spaces.

g. Replacement of all thermostats and hydronic heating system solenoid valves throughout.

h. Replacement of all lighting fixtures with LED lighting fixtures throughout.

i. Replacement of all light switches, installation of dimmer switches as appropriate, and installation of occupancy sensors throughout.

j. Removal of the existing fire alarm system and installation of a new addressable fire alarm and mass notification system throughout.

k. Installation of a new fire suppression system throughout.

1.1.3 Additional Items

a. Construction of a new 200 +/- square foot arctic entry complete with lighting and hydronic baseboard heating.

b. Replacement of 2,000 +/- square foot of flat roof

c. Replacement of two sets of sewage ejector pumps with grinder type ejector pumps.

d. Installation of a new automatic transfer switch and rework of existing branch circuit conduit and wiring to provide standby generator power to the Alert area.

e. Replacement of all exterior (building mounted) lighting fixtures with LED lighting fixtures.

SECTION 01 11 00 Page 2

f. Demolition of the existing 3" water service in the utilidor from the 10" water line on Wabash Ave into the B3129 mechanical room, and installation of a new 6" water service in the same path to support the installation of the new fire suppression system.

g. Provision of temporary office trailers and restroom facilities for Government personnel for the duration of the construction project.

1.1.4 Location

The work shall be located at Eielson Air Force Base, Alaska. The Base is located approximately 25 miles south-east of Fairbanks, Alaska.

1.2 OCCUPANCY OF PREMISES

Building will not be regularly occupied during performance of work under this Contract, however, users shall have access to materials and equipment stores within the facility.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

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 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.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting

SECTION 01 11 00 Page 3 excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Crane/FAA/Construction Waiver for Airfield; G

Dig Permit with HAZMAT clearance; G

Employee List

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Building 3129 will be vacant, however, the building shall remain accessible to Government personnel during the entire construction period. The Contractor must coordinate his operations so as to cause the least possible interference with Government personnel accessibility to equipment and materials.

b. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

c. Contractor shall apply for and submit a Crane/FAA/Construction Waiver for Airfield to facilitate his work. Contractor shall coordinate all activities requiring the use of a crane with the Contracting Officer prior to the start of such activities.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on this project 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. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 file:///C:/Users/1100956752N/AppData/Local/Microsoft/Windows/Temporary%20Internet%20Files/Content.Outlook/Word/01%2033%2000.doc

Section 01 14 00 Page 2

Final Design Submittal p.m.) unless otherwise approved by the Contracting Officer. 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.

1.4.1.1 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.

1.4.1.2 Identification Badges and Installation Access

The Contractor shall obtain all passes, badges, decals, or other identification media required for security clearance to areas where work is performed. Obtain vehicle and individual identification media at the

Visitors Center at the main gate. Identification media shall be surrendered to the Visitors Center upon termination of the Contract, or termination of an individual's employment with the Contractor. Immediately report instances of lost or stolen badges to the Contracting Officer.

The Contractor must comply with the entry control policies for Eielson AFB.

It is the Contractor's responsibility to coordinate Base access with the

Contracting Officer.

Starting June 2017 Real Id requirements will be enforced for access. Refer to Department of Homeland Security website for information.

1.4.1.3 Employee List

The Contractor must provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.4.1.4 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.4.1.5 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.

1.4.2 Occupied and Existing Building

The Contractor shall be working in an existing building which is unoccupied, however, Government's personnel shall require access to equipment and materials being stored within. Do not enter the building without prior approval of the Contracting Officer.

Section 01 14 00 Page 3

Final Design Submittal

Key requests shall be made to the Contracting Officer. Keys will be issued to the Prime Superintendent only.

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.

Provide dust control enclosures to protect the existing facility that remains during the construction period.

The Government shall remove and relocate other Government property in the areas of the building scheduled to receive work.

1.4.3 Utility Cutovers and Interruptions

a. Permission to interrupt any utility service must be requested in writing a minimum of 5 calendar days prior to the desired date of interruption.

b. Make utility cutovers and interruptions which may affect other buildings after normal working hours or on Saturdays, Sundays, and

Government holidays.

1.5 SECURITY REQUIREMENTS

The Contractor is responsible for employees, all persons working on this contract including employees under his employment and all subcontractors and their employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations. Motor

Vehicle Operation - Ingress and egress of personnel will be subject to the security regulations Eielson AFB.

a. All personnel must be made aware of the Base speed limits:

Housing areas 5 mph

Parking areas 10 mph

All other areas 25 mph (unless otherwise posted)

b. Parking is in designed areas only, between two white lines. No parking is permitted in fire lanes, restricted areas, on seeded areas or lawn areas in parking slots reserved for general officers and handicapped personnel. All construction vehicular traffic, construction material deliveries, and construction equipment requiring access into restricted areas must be cleared by the Base security manager prior to entry into such areas.

c. All personnel entering the installation are subject to random vehicle inspections. The purpose of these inspections is to detect the theft of Government and private property, and to detect contraband or illegal drugs.

d. Required Information on Privately Owned Vehicles - Advise company employees who desire to use their privately owned vehicles to personally bring the vehicle, vehicle registration, copy of vehicle insurance policy, valid state inspection documentation, and driver's license.

Section 01 14 00 Page 4

Final Design Submittal

e. Access to Restricted Areas - Base entry passes allow access to designated areas on the installation only. Entry into off limits areas is prohibited unless the contract requires it.

f. Current Information - Contractors shall be responsible for keeping the vehicle and employee lists current, and for securing and returning identification cards belonging to terminated employees to the

g. Base passes are the property of the Base and are to be returned to the

Contracting Officer upon completion of the contract or termination of employment. Replacement passes must be requested in writing and be accomplished by written authorization from the Contracting Officer.

h. Providing Information to Subcontractors - Prime Contractors are responsible for ensuring that subcontractors receive security information. Failure to comply with the specified requirements will result in prime contractors and subcontractors being denied access to the construction site.

1.6 AT OPSEC

a. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency

Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection

Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

b. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate

Identification Index (NCIC-III) and Terrorist Screening Database (TSDB)

(AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

c. All contractor employees, to include subcontractor employees, requiring access Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within XX calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative.

AT level I Awareness Ttraining is available at the following website:

http://jko.jten.mil

PART 2 PRODUCTS

Not Used http://jko.jten.mil/

Section 01 20 00.00 20 Page 2

Final Design Submittal summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property

Accounting Officer during the Pre-Construction Meeting and the Project

Closeout Meetings to modify and include any necessary changes to the DD Form

1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost. Coordinate the

Contractor's Price and Payment structure with the structure of the RPUIDs/

Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction

Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category

Code. Assets and related RPUID/ Category Codes may be modified by the

Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real

Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of

DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING AND BALANCING shall be broken down in the Schedule of Values and in the Construction Progress

Documentation by separate line items which reflect measurable deliverables.

Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

../Word/23%2005%2093.doc

Section 01 20 00.00 20 Page 3

Final Design Submittal

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season

I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification

Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract

Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on a form furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice.

Form shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Estimate for Voucher/Contract Performance Statement on a form furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.3 Final Invoice

Section 01 20 00.00 20 Page 4

Final Design Submittal

a. A final invoice shall be accompanied by the certification required by

DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the

Contractor's Final Release of Claims. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's

Final Release Form and required certification of Transportation of

Supplies by Sea must be provided directly to the respective Contracting

Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of

Transportation of Supplies by Sea has been confirmed by the Contracting

Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of

Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting

Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR

32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in

Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress

Section 01 20 00.00 20 Page 5

Final Design Submittal payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Values requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental

United States. Other locations are subject to written approval by the

1.6.3 Contractor Manpower Reporting Application

The Office of the Assistant Secretary of the Air Force (Manpower &

Reserve Affairs) operates and maintains a secure Air Force data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address https://afcmra.dmdc.osd.mil/Login.aspx The required information include: (1) Contracting Office, Contracting Officer, Contracting

Officer’s Technical Representative: (2) Contract number, including trask and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor name, address, phone number, e-mail address, identity of contractyor employee entering data; (5)

Estiamted direct labor hours (including sub-contractor); (6) Estimated direct labor dollars paid this reporting period (including sub-contractor (and separate predominant FSC for each sub-contractor if different); (9) Organizational title associated with the Unit

Identification Code (UIC) for the Air Force Requiring Activity (the Air

Force Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information); (10)

Locations where contractor and sub-contractors perform the work

(specified by zip code in the United States and nearest City, Country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language,and, (13) Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost https://afcmra.dmdc.osd.mil/Login.aspx

Section 01 20 00.00 20 Page 6

Final Design Submittal

(if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending

September 30 of each government fiscal year and must be reported by 31

October of each calendar year.

Unit Increment Code (UIC): A90RFKQ

PART 3 EXECUTION

-- End of Section --

Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

1.1 SUBMITTALS

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

View Location Map

Progress and Completion Pictures

SD-04 Samples

Color Boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract

Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted. Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the

Contractor of the responsibility to submit samples required elsewhere herein.

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in

JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a

../Word/01%2033%2000.doc

Section 01 30 00 Page 2

Final Design Submittal separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 CONTRACTOR SPECIAL REQUIREMENTS

1.6.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 09 13 INSTRUMENTATION AND CONTROL

DEVICES FOR HVAC shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter

Experts, the Installation, the Contractor and Subcontractors, and the

Designer of Record will be invited to participate in the Partnering process.

The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the

Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the

Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract

../Word/23%2009%2013.doc

Section 01 30 00 Page 3

Final Design Submittal including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all

Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 3 EXECUTION

-- End of Section --

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

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. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 1

1.3.2 Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

SECTION 01 32 16.00 20 Page 2

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 3

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

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

Contractor's Quality Control (CQC) System Manager and the Designer of

Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided at the end of this specification.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

Submittals which are required prior to start of construction (work),issuance of contract notice to proceed, or commencing work on site, or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Section 01 33 00 Page 2

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the…