Attachment_1_Specs.pdf

S P E C I F I C A T I O N

FOR PROJECT

QJVF12-0093

REPAIR ALCM MX TRAINING

FACILITY – BLDG 1113

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

MINOT AIR FORCE BASE, NORTH DAKOTA

100% SUBMITTAL

15 APRIL 2014

{Repair ALCM Mx Training Facility, Minot AFB, ND} {QJVF 12-0093}

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 33 00 SUBMITTAL PROCEDURES

01 33 00ATT SUBMITTAL REGISTER

01 33 29.00 20 SUSTAINABLE REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 57 20 ENVIRONMENTAL PROTECTION

01 57 20ATT ASBESTOR AND LEAD BASED PAINT SURVEY

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39 AS-BUILT DRAWINGS

01 78 39ATT MODIFICATIONS AND TITLEBLOCK EXAMPLE

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 27.00 10 BUILDING AIR BARRIER SYSTEM TESTING FOR COMMISSIONING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 METAL WALL PANELS

07 51 13 BUILT-UP ASPHALT ROOFING

07 60 00 FLASHING AND SHEET METAL

PROJECT TABLE OF CONTENTS Page 2

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 14 OVERSIZED STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

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 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 02 ROOF SIGNAGE

10 14 02ATT ROOF WARRANTY SIGN

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 14 - CONVEYING EQUIPMENT

14 90 00 ELECTRIC CHAIN HOIST, MONORAIL, AND ELECTRIFICATION

DIVISION 21 - FIRE SUPPRESSION

21 13 18.00 10 PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

22 15 19.19 20 NONLUBRICATED ROTARY SCREW AIR COMPRESSORS (50 HP AND

LARGER)

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

PROJECT TABLE OF CONTENTS Page 3

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 43.00 40 ELECTRIC DUCT HEATERS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 ELECTRIC METERS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

-- End of Project Table of Contents --

DOCUMENT 00 01 15

LIST OF DRAWINGS

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

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 LEGEND AND GENERAL NOTES

G-004 ABBREVIATIONS

G-005 LIFE SAFETY ANALYSIS

G-006 LIFE SAFETY PLAN

CIVIL

V-100 SITE SURVEY

C-101 SITE REMOVAL PLAN

C-102 SITE LAYOUT PLAN

C-103 CIVIL DETAILS

C-104 JOINTING PLAN

ARCHITECTURAL

A-001 REMOVAL PLAN

A-002 REMOVAL ELEVATIONS

A-101 FLOOR PLANS

A-102 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-303 WALL SECTIONS

A-304 WALL SECTIONS

A-305 WALL SECTIONS

A-306 WALL SECTIONS

A-401 CASEWORK ELEVATIONS AND SECTIONS

A-501 SECTIONS AND DETAILS

A-502 SECTIONS AND DETAILS

A-601 ROOM FINISH SCHEDULE

A-602 DOOR SCHEDULE

A-701 FRAME DETAILS

A-702 FRAME DETAILS

A-703 FRAME DETAILS

A-801 CEILING PLAN

A-901 SIGNAGE TYPES

INTERIOR

I-101 FINISH PLAN

FIRE PROTECTION

F-001 FIRE PROTECTION SYMBOLS LEGEND AND GENERAL NOTES

FX101 FIRE PROTECTION PLAN

DOCUMENT 00 01 15 Page 1

F-401 MECHANICAL ROOMS LARGE SCALE FIRE PROTECTION PLAN

F-501 FIRE PROTECTION DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-101 STRUCTURAL PLANS

S-102 UPPER ROOF FRAMING PLAN

S-201 FOUNDATION DETAILS

S-202 FOUNDATION DETAILS

S-301 FRAMING DETAILS

S-302 FRAMING DETAILS

S-303 FRAMING DETAILS

S-304 FRAMING DETAILS

S-305 FRAMING DETAILS

S-306 FRAMING DETAILS

S-307 FRAMING DETAILS

S-308 FRAMING DETAILS

PLUMBING

PG101 PLUMBING SYMBOL LEGEND & GENERAL NOTES

PD101 UNDERFLOOR PLUMBING DEMOLITION PLAN

PD201 PLUMBING DEMOLITION PLAN

PD301 COMPRESSED AIR & HYDRAULICS DEMOLITION PLAN

P-101 UNDERFLOOR PLUMBING PLAN

P-201 PLUMBING PLANS

P-301 COMPRESSED AIR & HYDRAULIC PLAN

P-401 ENLARGED PLUMBING PLANS

P-402 ENLARGED PLUMBING MECHANICAL ROOM PLANS

P-501 PLUMBING RISERS

P-502 PLUMBING RISERS

P-503 COMPRESSED AIR RISER

P-504 HYDRAULIC PIPING RISER

P-601 PLUMBING DETAILS

P-701 PLUMBING FIXTURE SCHEDULES

MECHANICAL

MG101 MECHANICAL SYMBOLS LEGEND & GENERAL NOTES

MS101 MECHANICAL SITE PLAN

MD101 HVAC DEMOLITION PLAN

MD201 HVAC PIPING DEMOLITION PLAN

MH101 HVAC PLANS

MH201 ENLARGED HVAC MECHANICAL ROOM PLAN

MP101 HVAC PIPING PLAN

MP201 ENLARGED HVAC PIPING MECHANICAL ROOM PLAN

M-401 MECHANICAL CONTROLS

M-402 MECHANICAL CONTROLS

M-501 MECHANICAL SCHEDULES

M-502 MECHANICAL SCHEDULES

M-503 MECHANICAL SCHEDULES

M-601 MECHANICAL DETAILS

M-602 MECHANICAL DETAILS

ELECTRICAL

EG101 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES

ED101 ELECTRICAL DEMOLITION PLAN

EL101 LIGHTING PLAN

EP101 POWER AND SPECIAL SYSTEMS PLAN

EP102 COMMUNICATION ROUGH-IN AND MECHANICAL EQUIPMENT PLAN

EY101 COMMUNICATIONS PLAN

DOCUMENT 00 01 15 Page 2

E-501 FIRE ALARM RISER DIAGRAM AND ELECTRICAL DETAILS

E-601 ONE-LINE DIAGRAM AND ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 LOCATION OF WORK

The work is located in Building No. B1113 at Minot Air Force Base (MAFB).

See location map on Drawing Sheet No. G-001 of the project drawing set for location. The work is in a restricted area.

1.2 DESCRIPTION OF WORK

1.2.1 The ALCM Maintenance Training Facility, B1113, is a one-story, approximately 8,700 gross square feet building located within the Weapons Storage Area (WSA) compound. This building serves as the 705th Munitions Squadron's training facility for the maintenance of Air Launched Cruise Missile (ALCM) warheads and missiles. The building was constructed around 1973.

1.2.2 The design will include repair and remodel of the building's administrative and industrial areas to meet personnel and equipment requirements; providing new mechanical, fire protection, plumbing, electrical, and communications systems for the building; repair of the building exterior enclosure, including insulating to comply with requirements of the International Energy Conservation Code IECC (2009);

upgrading the building to comply with antiterrorism standards; and repairing or providing new pavements to accommodate vehicle and pedestrian access to the building and vehicle parking.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2010) Criteria For Transfer And Acceptance of DoD Real Property

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Progress Schedule Contract Progress Report Project Manager Project Superintendent Base Civil Engineering Work Clearance Request Personnel Listing Welding Permit Radioactive Materials

SECTION 01 11 00 Page 1

SD-06 Test Reports

Geotechnical Representative Field Observation Reports Load Frame Survey Missile Stands Survey

SD-11 Closeout Submittals

Building Information Checklist

1.5 USE OF PREMISES

1.5.1 Area Designation

The site is located within a restricted area. Areas adjacent to the site will remain occupied by the Government for the duration of the contract.

The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

1.5.2 Coordination

Coordinate use of premises under direction of the Contracting Officer.

1.6 EQUIPMENT PARKING

Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. The Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE

Working hours for the contractor will normally be between the hours of 7:30 a.m. and 4:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.8 CONSTRUCTION PROGRESS SCHEDULE

The contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning a Construction Progress Schedule, AF IMT 3064, showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contract Progress Report, AF IMT 3065, any apparent, anticipated or proposed deviation from the previously approved schedule.

SECTION 01 11 00 Page 2

1.9 REFERENCE STANDARDS

1.9.1 Products

For products specified by association or trade standards, comply with requirements of the standard.

1.9.2 Standard Date

The date of the standard is that in effect as of the Request for Proposal date.

1.10 SAFETY

1.10.1 Regulations

Contractor to comply with all OSHA/NEC/IBC Regulations.

1.10.2 Instructions

Contractor to comply with Minot Air Force Base Instruction (MAFBI) 32-2001, Responsibilities of Base Personnel to Eliminate or Control Fire Hazards.

1.11 TRAFFIC CONTROL

The contractor shall provide all traffic control devices for pedestrian, vehicular and aircraft traffic and will be responsible for maintaining these devices until notified by the Contracting Officer. The contractor's traffic control devices shall comply with MAFB airfield and safety requirements.

1.12 HAULING MATERIALS

The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the preconstruction conference.

1.13 DRAWINGS AND SPECIFICATIONS

At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

1.14 AS-BUILT DRAWINGS

As-Built Drawings shall be prepared and submitted to the Contracting Officer as specified in Section 01 78 39, As-Built Drawings.

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

Contractor shall conduct all work, including materials distribution in an orderly manner, and shall notify Contracting Officer within two (2) workdays of mobilizing at the job site. Contractor shall confine and limit his personnel to only those areas required for work performance. All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas. Any damage caused by the contractor shall be replaced, repaired, or restored to the

SECTION 01 11 00 Page 3

Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

1.15.2 Storage

At close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting Officer or his/her designated representative. If contractor should have a storage structure or equipment located on base, it shall be removed, and storage area restored to its original condition within seven days after final acceptance of this project.

1.16 SUPERVISION

Provide at least one (1) qualified Project Manager and one (1) on-site Project Superintendent capable of reading, writing, and conversing fluently in the English language. The Project Superintendent shall be on the job site during working hours. The Project Manager must have a minimum 10 years experience as Project Manager or Superintendent on projects like this contract or similar in size and complexity. The Project Superintendent must have a minimum of 10 years experience as a Superintendent on projects similar in size and complexity.

The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project Superintendent shall mean the individual with the responsibility for quality and production. Both the Project Manager and Project Superintendent are subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time for excess costs or damages by the Contractor.

Approval of Project Manager and on-site Project Superintendent is required prior to start of construction. Provide resumes for the proposed Project Manager and on-site Project Superintendent describing their experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed Project Manager and on-site Project Superintendent at any time in order to verify the submitted qualifications.

1.17 UTILITIES

Water and electricity required will be furnished by the Government.

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 15) of AF

SECTION 01 11 00 Page 4

Form 103, Base Civil Engineering Work Clearance Request. AF Form 103 will be given to the contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on AF Form 103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.18.1.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.18.1.3 Scheduling

Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

1.18.1.4 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional cost for repeat locates.

1.18.1.5 Request Approval

Clearance request is not valid until signed by the Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form.

Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.18.1.6 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

SECTION 01 11 00 Page 5

1.18.2 WELDING

When any welding, cutting, brazing or use of any open flame device is used, a Welding Permit (AF Form 592) shall be obtained from the Base Fire Department prior to beginning such work.

During such work, a fully charged and operable fire extinguisher, appropriate for the task, shall be provided by the contractor.

1.19 BASE ACCESS

The contractor shall allow a total of 30 minutes processing time to enter or leave Minot Air Force Base (MAFB) installation entry control gates (Magic City, Minot or North Gates). This cost shall have been factored into the contractor's bid price.

1.20 BASE AND CONTROLLED AREA ACCESS

The contractor shall allow a total of 30 minutes processing time to enter or leave MAFB or controlled areas. This cost shall have been factored into the contractor's bid price.

1.21 RESTRICTED AREA WORK RESTRICTIONS

The project site is located within a Restricted Area. Work restrictions for this area shall be in accordance with Section 01 14 00 WORK

RESTRICTIONS.

1.22 SECURITY REQUIREMENTS

1.22.1 Base Regulations

All activities of the contractor and his employees shall be conducted in strict accordance with Minot AFB Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.22.2 Identification of Employees

The contractor will submit to the Contracting Officer a Personnel Listing in three copies with each employee's name, address, SSN, home and business phone numbers, date and place of birth, and name, address and telephone number of the firm that will be working at the construction site. This listing must be provided no-later-than the date of the preconstruction conference. Changes to the list will take place prior to employees arriving at the job site. Each employee shall have two forms of identification to be permitted entry into the job site. One form of identification shall have a picture.

1.23 SANITARY FACILITIES

The contractor shall provide a portable sanitary facility at no cost to the Government.

1.24 BUILDING INFORMATION CHECKLIST

The contractor shall provide the Contracting Officer with a completed Building Information Checklist meeting the requirements of UFC 1-300-08, Criteria For Transfer And Acceptance of DoD Real Property upon close out of the project that identifies all real property incorporated into the project

SECTION 01 11 00 Page 6 construction. Real property is defined as land and improvements to land (i.e., facilities). It includes equipment affixed and built into the facility as an integral part of the facility (such as heating systems), but not movable equipment (e.g., plant equipment, industrial equipment, buoys).

In many instances this term is synonymous with real estate.

1.25 ASBESTOS AND LEAD PAINT HAZARDS

The contractor shall remove existing asbestos-containing and lead-based paint materials disturbed by their construction activities as specified in Section 01 57 20 ENVIRONMENTAL PROTECTION. This includes the requirement for the contractor to accomplish their own hazard material survey of affected work areas. The hazard material survey shall include complete, regulatory compliant surveys for asbestos and lead-based paint. Any previous surveys supplied to the contractor by the Government are for general informational price proposal purposes only and shall not replace the requirement for the contractor to accomplish a new, complete asbestos survey and a new, complete lead-based paint survey.

The contractor is responsible for including in their price proposal the cost of removing asbestos-containing and lead-based paint materials that were either identified in the Government hazard material report included in the specifications, identified in the drawings or those materials visible during the Government's pre-bid site visit of the work areas. However, the contractor is not responsible for the cost of removing materials not identified in the Government hazard material report or drawings, or concealed from view during the Government's pre-bid site visit.

1.26 GEOTECHNICAL OBSERVATION

For areas of new footing and/or slab construction, the contractor shall engage and pay for a geotechnical representative to work on-site to verify assumed soil bearing capacity, compaction, and sub-surface conditions.

Field Observation Reports shall be submitted to the Contracting Officer.

The Geotechnical Engineer shall professionally certify subgrade work meets design intent.

1.27 GOVERNMENT FURNISHED CONTRACTOR INSTALLED (GFCI) ITEMS

The following items will be furnished by the Government, and installed under this Contract. Contractor shall request delivery 90-days in advance of required installation date. The required surveys shall be accurate within 0.01-inch both vertical and horizontal, and shall be professionally certified.

a. Load Frame. The Government shall deliver the Load Frame to the project site when requested by the Contractor. There is a single Load Frame located in High Bay 114. The Load Frame shall be installed within tolerances noted on the Structural Drawings. The Contractor shall survey the completed Load Frame installation, and submit survey to Contracting Officer. At the end of project, before Government acceptance, the Government will perform functional testing on the Load Frame to verify compliance with installation requirements. The Contractor shall correct any deficiencies identified during testing, and the Government shall retest as required.

b. Missile Stands. The Government shall deliver the Missile Stands to the project site when requested by the Contractor. There are two Missile Stands located in Low Bay 113, and each Missile Stand consists of two pedestals.

The Missile Stands shall be installed within tolerances noted on the

SECTION 01 11 00 Page 7

Structural Drawings. The Contractor shall survey the completed Missile Stand installation, and submit survey to Contractor Officer. At the end of the project, before Government acceptance, the Government will perform functional testing on the Missile Stands to verify compliance with installation requirements. The Contractor shall correct any deficiencies identified during testing, and the Government shall retest as required.

c. 100 KW Solid State Frequency Converter. See Electrical Drawings. At the end of the project, before Government acceptance, the Government will perform functional testing of the frequency converter to verify compliance with installation requirements. The Contractor shall correct any deficiencies identified during testing, and the Government shall retest as required.

1.28 RADIOACTIVE MATERIALS

The contractor shall obtain written approval from the Installation Radiological Safety Officer (IRSO), 5 MDOS/SGOJ, to transfer, transport, or use temporary storage areas for radioactive material (RAM) on the installation. Common RAM used on the installation includes soil density gauges and pipe weld x-rays. The contractor shall submit the following for IRSO approval a minimum of 30-days prior to bringing RAM on the installation:

An NRC or Agreement State license. A copy of the Nuclear Regulatory Commission (NRC) Form 241 must be an adjunct to the Agreement State license for those areas of exclusive Federal jurisdiction. For those areas of concurrent or proprietary jurisdiction in an agreement state, then the respective Agreement State license is a valid authorization;

or a valid US Navy or Veterans Affairs (VA) RAM permit;

or written certification from Department of Energy (DOE) organizations or DOE prime contractors that they are exempt from NRC license requirements.

The IRSO is authorized to suspend unsafe operations involving the use of RAM and contractor operations that violate Air Force Instruction (AFI) 40-201, a permit, or Federal regulations until corrective action are taken.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:.

SD-01 Preconstruction Submittals

EAL Personnel, Vehicle and Equipment List

1.2 RESTRICTED AREA REQUIREMENTS

1.2.1 General

The project site is located within the Weapons Storage Area (WSA) of Minot Air Force Base (Minot AFB). The WSA is designated as a "Restricted Area" and is enclosed by a security fence with access to the project site from the Base proper available only through the entry control point (ECP) on the fence perimeter.

Due to the WSA security requirements, the contractor's workforce and suppliers (includes personnel, vehicles and equipment) are required to process through the ECP, then escorted to and from the project site, and remain under observation at the project site at all times.

1.2.2 Security Requirements

The contractor shall comply with all security instructions provided by their Government escorts. If a Free Zone is established for the project the contractor shall also comply with the security requirements outlined in the Free Zone letter issued to the contractor.

Cellular telephones, personal computers, any type of USB device (flash drives), and similar devices are not allowed within the WSA.

1.2.3 Contractor Project Management Responsibilities

The contractor shall be responsible for managing their work so that their workforce and suppliers have reasonable access to the project site. The Government will not provide the contractor with additional compensation or contract time for the contractor's lack of reasonable project management that resulted in delays with accessing the project site.

Possible project management measures to allow reasonable access to the project site include:

1. Closely coordinate the processing of workforce and suppliers through the ECP with the Government.

2. Processing workforce and suppliers through the ECP during off-peak demand times (other contractors and Government employees also access the WSA during the day)

SECTION 01 14 00 Page 1

3. Minimizing the number of vehicles requiring processing through the ECP. Consideration should be given to store equipment, tools and materials on-site.

4. Working extended hours and off-peak hour workdays if these time frames can be accommodated by the Government.

5. Closely coordinating delivery of time sensitive construction materials (i.e. ready-mix concrete, bituminous concrete, etc.)

Depending on the time of day, the contractor should expect up to 1-1/2 hours processing time one-way through the ECP and escort to the project site.

1.2.4 Entry Authorization List (EAL)

Prior to the notice-to-proceed, the contractor shall provide the Contracting Officer (CO) with information needed to process an entry-authorization-list (EAL) authorizing contractor personnel, vehicles and equipment access to the project site. Each person listed on the EAL will undergo a security background check. Once the CO has received the needed information from the contractor the EAL takes approximately 20 working days to process. The contractor is responsible for managing the approved EAL to include notifying the CO sufficiently in advance when the EAL will expire so a new EAL can be processed. If the contractor desires to add personnel, vehicles or equipment to the EAL all of the previous authorized entries (personnel, vehicles and equipment) require reprocessing and the prior EAL is invalid.

1.2.4.1 EAL Personnel, Vehicle and Equipment List

The contractor shall submit to the CO a list showing the full name (exactly as it appears on the identification), birth date, Social Security Account Number (SSAN), and two (2) forms of credentialed identification (ID) for each employee or supplier being utilized for the on-site work (one of which must be photograph). Only the following are acceptable: passport, state issued driver's license, state issued photograph identification, Social Security card, or Base identification (if issued for prior on-base work only). The contractor shall include with the EAL submittal a photocopy of all of the IDs to be used. One of the forms of identification shall have a SSAN on it. This list will be used to prepare the EAL referenced above.

Supervisors and superintendents shall be identified as such on the contractor's list for identification on the EAL.

The contractor shall also submit to the CO a list showing the year, make/model, license number and state licensed, and color of vehicles utilized for on-site work.

In addition, the contractor shall submit to the CO a list showing a description, make, model and serial number of equipment utilized for on-site work.

Deletions to the EAL may be made without preparing a new list but must be requested by the contractor in writing. However, a new list shall be submitted by the contractor for any addition or change to the EAL.

SECTION 01 14 00 Page 2

1.2.5 Entry Control Point Access

Upon arrival to the WSA public parking areas on the outside of the security fence, the contractor personnel shall wait for their assigned Government escort. Contractor personnel must remain outside of the security fence and in or near their vehicle or at the shelter area located outside of the security fence area until the arrival of the Government escort.

Upon arrival, all contractor personnel will provide the Government escort with two (2) forms of identification as listed above stating the employee's full name and a control ID number (i.e. driver's license number, passport number, social security number (SSAN). These two forms of identification shall be the same two forms of ID used to generate the EAL.

The Government escorts will then process the contractor personnel through the ECP. Processing will include a search of each individual along with their hand carried equipment and vehicle, verification of identification, and a briefing.

The contractor's workforce and suppliers will also be searched and have their identification verified when leaving the WSA.

If contractor personnel are not listed on the EAL, or those who are listed cannot provide proper identification, they will not be permitted on the site. Delays caused by lack of proper EAL information or proper identification shall be at no cost to the Government.

1.2.6 Government Escort

During all time within the WSA, the contractor personnel will be accompanied and continuously monitored by escorts. Failure to remain within the area being monitored is a serious breach of security and safety regulations. The contractor shall take all necessary action to ensure compliance. The Contracting Officer (CO) reserves the right to deny entry to/or take action with any contractor personnel who refuses to conform to security and/or safety regulations. Delays resulting from such entry denial shall not result in any cost to the Government or schedule delay.

1.2.7 Government Exercises

In event of a Government exercise, the contractor may be required to vacate the area of all personnel, equipment, and materials for an indefinite period. The contactor shall notify the Contacting Officer (CO) within 24 hours of being directed to vacate the project site.

1.2.8 Free Zone

The Government may choose to establish a "Free Zone" for the project site.

If established, the Government will set up a cordon surrounding the project site that defines the Free Zone boundary and entry point/s on the Free Zone cordon to provide access into the Free Zone. The purpose of the Free Zone is to allow the contractor's workforce and suppliers free movement within the defined Free Zone boundary. The Government will monitor the Free Zone cordon boundary and control the entry point/s. The contractor's workforce and suppliers will still be escorted by the Government from the ECP to the Free Zone entry point/s.

If established, the contractor will be issued a Free Zone authorization letter by the Government. The contractor shall comply with all

SECTION 01 14 00 Page 3 requirements of the Free Zone authorization letter.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) to include

Section 01 11 00 GENERAL REQUIREMENTS Preconstruction Submittals

Section 01 14 00 WORK RESTRICTIONS Preconstruction Submittals

Section 01 45.00 10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION Preconstruction Submittals

Section 01 57 20 ENVIRONMENTAL PROTECTION Preconstruction Submittals

Preconstruction Submittals specified in other specification sections

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 Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be

SECTION 01 33 00 Page 1 judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or

SECTION 01 33 00 Page 2 material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative 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, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

Warranty

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Form, Submittal Register

1.3 PROCEDURES

1.3.1 The contractor shall be required to submit items listed in Submittal Form, Submittal Register.

1.3.2 Transmit each item under AF 3000, Material Approval Submittal form.

Identify contract number, project number, and contractor. Identify section and paragraph reference for each item submitted with the AF 3000. Submit five (5) copies unless otherwise required elsewhere in the specification.

1.3.3 Unless specifically stated otherwise elsewhere in this specification, each submittal shall be approved by the Contracting Officer prior to

SECTION 01 33 00 Page 3 incorporation of materials into the work.

1.3.4 The contractor shall allow for ten (10) working days for the Government to review a submittal.

1.3.5 All SD-01 Preconstruction Submittals shall approved by the Contracting Officer prior to the contractor mobilizing to the work site.

1.3.6 Approvals of submittals which do not conform to the Contract shall not be construed as a change to the contract.

1.3.7 The contractor shall fill in the "Required Submission Date" on the Submittal Form, Submittal Register with the date he plans on submitting the submittals to the Government. A copy of the Submittal Register with the required submission date filled in shall be submitted to the Contracting Officer for use by the contract administrator.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 4

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