FAKZ182351 Type B-3 Specifications REVISED SIGNED.pdf

187th Fighter Wing, Dannelly Field, AL ANG, Montgomery, AL

F-35: Repair Fuel Cell, Building 1203

Specifications for the

Date: April 1, 2021 Revised: 10 November 2021 Job No: 18073/FAKZ182351 Set No:

Submittal: B-3 (100%)

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

F-35: Repair Fuel Cell Building 1203 1 April 2021 187th Fighter Wing, Dannelly Field ANG, Montgomery, AL Type B-3 (100%) Submittal SSL#18073 / ANG# FAKZ182351 10 November 2021

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

00 0102 PROJECT INFORMATION AND SUMMARY 7

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 2000 PRICE AND PAYMENT PROCEDURES 4

01 2300 BID OPTIONS 2

01 3000 ADMINISTRATIVE REQUIREMENTS 10

01 3001 SUBMITTALS 10

- AF FORM 66 – SUBMITTAL REGISTER 8

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 8

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 2

01 5100 TEMPORARY UTILITIES 3

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 5

01 6000 PRODUCT REQUIREMENTS 7

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 14

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 7

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

DIVISION 02 - EXISTING CONDITIONS

02 4100 SELECTIVE DEMOLITION 6

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 5

05 4000 COLD-FORMED METAL FRAMING 4

05 5000 METAL FABRICATIONS 6

05 5213 RAILINGS & GUARDS 4

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 2119 SPRAY FOAM INSULATION 4

07 8400 FIRESTOPPING 11

07 9200 JOINT SEALANTS 10

DIVISION 09 – FINISHES

09 9123 INTERIOR PAINTING 11

SSL#18073 / ANG# FAKZ182351Revised 10 November 2021

TABLE OF CONTENTS - 2

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET-PIPE SPRINKLER SYSTEMS 8

DIVISION 22 - PLUMBING

22 1513 GENERAL-SERVICE COMPRESSED AIR PIPING 12

22 1519 GENERAL-SERVICE PACKAGED AIR COMPRESSORS 6

22 6113 COMPRESSED AIR PIPING FOR HANGAR BAY BREATHING AIR 8

22 6119 COMPRESSED AIR EQUIPMENT FOR HANGAR BREATHING AIR 9

DIVISION 23 – HEATING, VENTILATION, & AIR CONDITIONING

23 0100 MECHANICAL GENERAL PROVISIONS 17

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3

23 0522 SOLID STATE VARIABLE FREQUENCY SPEED CONTROLLER 6

23 0529 HANGARS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 10

23 0548.13 VIBRATION CONTROLS FOR HVAC AND PLUMBING 5

23 0553 IDENTIFICATION FOR PIPING AND EQUIPMENT 4

23 0566 ANTIMICROBIAL ULTRAVIOLET LAMP SYSTEMS FOR HVAC 7

23 0713 DUCT INSULATION 12

23 0719 MECHANICAL PIPING INSULATION 10

23 0900 INSTRUMENTATION AND CONTROL FOR HVAC 34

23 0923.12 CONTROL DAMPERS 10

23 0923.14 FLOW INSTRUMENTS 8

23 0923.15 THERMAL MASS FLOW INSTRUMENTS 5

23 0923.19 MOISTURE INSTRUMENTS 7

23 0923.27 TEMPERATURE INSTRUMENTS 9

23 2300 REFRIGERANT PIPING 9

23 3113 METAL DUCTS 12

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 3

23 3715 FIXED LOUVERS 6

23 4100 PARTICULATE AIR FILTRATION 3

23 4101 BI-POLAR IONIZATION AIR PURIFICATION SYSTEMS FOR HVAC 9

23 7313.13 AIR-HANDLING UNITS 12

23 8126 SPLIT SYSTEM AIR CONDITIONERS 6

SSL#18073 / ANG# FAKZ182351Revised 10 November 2021

TABLE OF CONTENTS - 3

DIVISION 26 - ELECTRICAL

26 0100 ELECTRICAL 52

26 0271 MEDIUM VOLTAGE TRANSFORMERS 6

26 0333 270 VDC SOLID STATE GROUND POWER UNIT 31

DIVISION 28 – SECURITY SYSTEM

28 1300 SECURITY SYSTEM 8

- ADVANTOR SYSTEMS QUOTE 3

DIVISION 31 - EARTHWORK

31 2210 EARTHWORK 12

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 1314 CEMENT CONCRETE PAVING 12

32 1723 PREFORMED POLYCHLOROPRENE COMPRESSION JOINT SEAL 7

32 3113 CHAIN LINK FENCES AND GATES 4

32 9223 SODDING 4

F-35: Repair Fuel Cell, Building 1203 1 April 2021 187th Fighter Wing, Dannelly Field ANG, Montgomery, AL Type B-3 Submittal

SSL# 18073 / ANG# FAKZ182351

PROJECT INFORMATION AND SUMMARY 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: F-35: Repair Fuel Cell, Building 1203, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ182351

C. Architect's Project Number: 18073.

D. The Owner, hereinafter referred to as the Government: Alabama Air National Guard.

E. Owner's Representatives:

1. Contracting Officer: Mr. Craig Kast

2. Contracting Specialist: Mr. Stephen Shanks

3. Contracting Officer Representative: Major Adam Sanders, Base Civil Engineer

4. Alternate Contracting Officer Representative: Captain Nathan Brock, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 180 calendar days from notice to proceed to Beneficial Occupancy, this is in addition to 30 days for the punch list to be completely accomplished.

1.03 PROJECT DESCRIPTION

A. Project scope includes moodification of the existing facility architectural, structural, mechanical, plumbing, and electrical systems as required to support the F-35A Airframe. The proposed project includes, but is not limited to, the following:

1. Installation of a new split system air conditioning unit to provide cooling to the existing Corrosion Control Maintenance Bay.

2. Extension of the existing equipment platform/mezzanine in Stripping Room as required to accomodate the new interior air handler for the Corrosion Control Maintenance Bay.

3. Installation of new air compressors, extension of compressed air lines, and relocation of air drops in maintenance bays to meet F-35 aircraft/shop air

PROJECT INFORMATION AND SUMMARY 00 0102 - 2

requirements.

4. Installation of new breathing air system to support fuel tank maintenance activities.

5. Installation of new 270 VDC electrical converters, 480V AC receptacles, and other power devices required to support F-35 maintenance activities.

6. Replacement of existing facility transformer and main switchgear to support increases power requirements associated with the F-35 electrical requirements.

7. Minor site demolition and repair to accomodate electrical upgrades.

B. Intrusion Detection System (IDS), Access Controls, and CCTV:

1. The IDS system must be fully compatible with the existing USAF approved Advantor IDS Annunciator located in the 187th SFS BDOC.

2. As part of the base bid, the contractor is responsible for engaging Advantor Systems Cooperation (which is a sole source security system) for the procurement (purchase) and installation of the IDS, Access Controls, and CCTV systems. Refer to limited source justification included in the solicitation documents furnished by the Government.

3. The base bid shall include all plant, labor, and materials to provide all collateral support as required by Advantor (in addition to collateral support indicated in the contract documents) for installation of a fully operational IDS and CCTV systems as defined by Advantor System Corporation.

4. The required scope of work is as outlined in the drawings. Advantor systems assisted in the design of the security systems and have furnished a "quote" as part of the design process. The "quote" is included in the project specifications for for reference and identification of the required devices/materials. The Contractor shall contact ADVANTOR and receive an updated "quote" as part of the bid process.

All costs to install a complete and operation IDS and CCTV systems shall be included in the Contractor's bid.

1.04 SUSTAINABILITY DESIGN AND ENERGY CONSERVATION:

A. The project design incorporates Sustainability Concepts to achieve optimum resource efficiency, constructibility, sustainability, and energy conservation.

B. The project has not been registered with the USGBC and is not inteded to be registered.

The project is not intended to achieve any level of LEED certification or any other sustainability certifications. however, in accordance with ANGETL 15-01-01, the

PROJECT INFORMATION AND SUMMARY 00 0102 - 3

project is intended to be "LEED Meritable" and incorporate sustainable design principles and criteria to the maximum extent possible.

C. In keeping with ANGETL 15-01-01 Contractor shall give preference to sustainable products and materials with higher levels of sustainability including but not limited to materials extracted and manufactured within 500 miles of the project site, materials manufactured using higher levels of recycled content, materials meeting VOC limitations, etc...

D. Where applicable, minimum thresholds for sustainability criteria are established within the technical specifications. Where not specifically indicated, the Contractor shall give preference to and provide materials that contribute the most to the project's sustainability goal.

E. Contractor shall provide "LEED Submittals" for all products, materials, and systems indicating a product or material's sustainable attributes for review and approval by the Government. However, input of LEED documentation into the USGBC's LEED Online system will not be required. Similarly, LEED credit templates documenting the project's LEED performance will not be required.

1.05 PERMITS, FEES AND NOTICES

A. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

1. City of Montgomery Buidling Permit will not be required.

B. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

1.06 USE OF SITE AND MISC. REQUIREMENTS

A. Construction Operations: Limited to areas noted on Drawings.

B. Arrange use of site and premises to allow:

1. Government occupancy & ongoing operations at adjacent facilities..

C. Access to site will be limited; obtain Contracting Officer Representative's approval of proposed routes of access.

PROJECT INFORMATION AND SUMMARY 00 0102 - 4

D. Provide access to and from site as required by law and by the Government:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

3. Coordinate site lay down and storage areas with Government operations.

E. Keep existing sidewalks, roads, parking lots and drives on site clear and available at all times. Promptly remove mud, dirt, debris, etc. from sidewalks, streets, and public right-of-way during construction as it occurs.

F. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, then Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

G. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades.

H. Construction operations are not to affect any of the ongoing operations thought the site and/or adjacent sites. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

I. Comply with the Government's security requirements - refer to specification section 01 3553.

J. The contractor shall provide all testing, inspections, and similar services; these services also include those specified to be performed by an independent agency.

1.07 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication shut downs shall be performed on a non-working day for the Government(Saturday, Sunday, Monday, or Holidays) unless specifically approved by the base Contracting Officer Representative.

B. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with the Government.

PROJECT INFORMATION AND SUMMARY 00 0102 - 5

C. Prevent accidental disruption of utility services to other facilities.

1.08 PHASING OF WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to ensure operations in areas of Building 1203 not impacted by the proposed scope of work can continue uninterrupted for the duration of the project.

B. Within 10 days of the Notice to Proceed, the Contractor shall furnish a comprehensive phasing plan for review and approval by the Government. The phasing plan shall indicated the Contractor's schedule for completion of the work and overlay that schedule with timeframes for when the Corrosion Control Maintenance Bay, Fuel Cell Maintenance Bay, Stripping Room, and Clean Room will be inaccessbile and un-available for use by the Government. All other areas of the facility shall remain unobstructed and available for use by the Government for the duration of the project.

C. The Contractor shall phase the work in a manner that minimizes the amount of time in which these areas of the facility will not be available for use by the Government.

D. The work in the Corrosion Control Maintenance Bay and Fuel Cell Maintenance Bay shall be scheduled and coordinated in advance with the Government and meet the following minimum requirements:

1. Provide a minimum 21 day notice prior to beginning work in both the Fuel Cell Maintenance and Corossion Control Maintenance Bays. Do not proceed with work in these areas without written approval from the Contracting Officer.

2. Work in the Corrosion Control Bay shall be completed in one phase with only one interruption in the Government's ability to occupy and operate out of the maintenance bay. Upon written approval by the Contracting Officer, the Contractor will be granted access to the Maintenace Bay to being work. Work shall be complete within 21 calendar days from the start of work.

3. Work in the Fuel Cell Maintenance Bay shall be completed in one phase with only one interruption in the Government's ability to occupy and operate out of the maintenance bay. Upon written approval by the Contracting Officer, the Contractor will be granted access to the Maintenace Bay to being work. Work shall be complete within 14 calendar days from the start of work.

4. Work shall be phased such that one of the two Maintenance Bays is accessible to the Government at all times.

PROJECT INFORMATION AND SUMMARY 00 0102 - 6

E. The Contractor shall be responsible for all means, methods, sequencing of work, demolition, and reparations to the property and facilities as reqiured to accomplish the work. This shall included but is not limited to the installation of all equipment, furnishings, and materials.

1.09 PROJECT CONSULTANTS

A. The Architect: Seay Seay & Litchfield, PC

1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery AL 36104.

3. Phone/Fax: 334-263-5162 334-263-5170.

4. Project Manager: David Donovan, AIA

5. Prinicipals-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

1. Structural Engineering:

a. Blackburn Daniels O'Barr, Inc.

b. Address: 8805 County Rd. 40E

c. City, State, Zip: Lowndesboro, AL, 36752.

d. Phone/Fax: 334-265-0206 / 334-265-0207.

e. Contact: Mark O'Barr

2. Plumbing, Mechanical & Fire Suppression Engineering:

a. HHB Engineering, PC

b. Address: 104 Josie Run

c. City, State, Zip: Prattville, AL 36066

d. Phone: 334-358-2707

e. Contact: Tom Hattemer, PC

3. Electrical Engineering:

a. Gunn & Associates, PC

PROJECT INFORMATION AND SUMMARY 00 0102 - 7

b. Address: 3102 Highway 14

c. City, State, Zip: Millbrook, AL 36054

d. Phone: 334-285-1273

e. Contact: Barry Gravlee, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

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CUTTING AND PATCHING 01 0450 - 1

SECTION 01 0450 - CUTTING AND PATCHING

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1. Requirements of this Section apply to mechanical and electrical installations.

Refer to Divisions 21, 22, 23, 26 & 27 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures and/or phasing for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

B. Describe the extent of cutting and patching required and how it is to be performed;

indicate why it cannot be avoided.

C. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

D. List products to be used and firms or entities that will perform Work.

E. Indicate dates when cutting and patching is to be performed.

F. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

CUTTING AND PATCHING 01 0450 - 2

G. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

H. Approval by the Contracting Officer to proceed with cutting and patching does not waive the Contracting Officer's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

B. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements:

1. Foundation construction.

2. Bearing and retaining walls.

3. Structural concrete.

4. Structural steel.

5. Lintels.

6. Timber and primary wood framing.

7. Structural decking.

8. Stair systems.

9. Miscellaneous structural metals.

10. Exterior curtain wall construction.

11. Equipment supports.

12. Piping, ductwork, vessels and equipment.

13. Structural systems of special construction in Division-13.

C. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

CUTTING AND PATCHING 01 0450 - 3

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

a. Primary operational systems and equipment.

b. Membranes and flashings.

c. Fire protection systems.

d. Communication systems.

e. Electrical wiring systems.

PART 2 PRODUCTS

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 EXECUTION

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Provide temporary support of Work to be cut.

B. Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

CUTTING AND PATCHING 01 0450 - 4

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

4. Comply with requirements of applicable Sections of Division-2 where cutting and patching requires excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

CUTTING AND PATCHING 01 0450 - 5

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance.

a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat.

4. Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature.

Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

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PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES

A. Form to be used: Government's Approved Form .

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to the Government for approval.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization bonds and insurance and material and labor costs .

1. Provide seperate line items for each floor of the building where applicable.

2. Provide separate line items for each separate structure where applicable.

a. Bonds

b. Insurance

c. Superintendent

d. Quality Control Representative

e. On Site Office Cost (if applicable), utilities and supplies.

3. Break larger items of work down in to line items not exceeding $50,000 in value unless specifically approved by the Government.

D. Revise schedule to list approved Change Orders, with each Application For Payment.

1. Change Orders should be listed as separate line items included at the end of the schedule of values.

2. When a Change Order includes mutiple items of work, each item of work shall be listed as a separate line item with the approximate percentage complete for each

PRICE AND PAYMENT PROCEDURES 01 2000 - 2

scope of work listed.

E. Submit schedule of values within the timeframe outlined in the General Conditions of the Contract for Construction.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the General Conditions of the Contract for Construction. Additional requirements/explanations are listed below.

B. Form to be used: Government's Approved Form .

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Government for approval.

D. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Percentage of Completion.

9. Balance to Finish.

10. Retainage.

E. Execute certification by signature of authorized officer.

F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

1. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

G. Include the following with the application:

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

1. Transmittal letter as specified for Submittals in Section 01 3000.

2. Construction progress schedule, revised and current as specified in Section 01 3000.

3. Current construction photographs specified in Section 01 3000.

4. Affidavits attesting to off-site stored products.

5. Certificates of insurance for insured wharehouses where any off-site stored products are being held as well as invoices and photographs of materials being stored off-site.

1.04 MODIFICATION PROCEDURES

A. Comply with all requirements of the Government's solicitation and applicable sections of the Federal Acquisition Regulations.

B. Computation of Change in Contract Amount: As specified in the the Government's solicitation and applicable sections of the Federal Acquisition Regulations.

C. Do not proceed with work associated with a modification prior to final execution of the modification by the Contracting Officer.

D. Following execution of modification by the Contracting Officer, promptly:

1. Revised application of payment forms to record each authorized modification as a separate line item and adjust the Contract Price

2. Revise progress schedules to reflect the change in Contract Time (if any).

3. Enter changes into Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT

A. Comply with all requirements of the Government's solicitation and applicable sections of the Federal Acquisition Regulations.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7000.

PRICE AND PAYMENT PROCEDURES 01 2000 - 4

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

BID OPTIONS 01 2300 - 1

SECTION 01 2300 - BID OPTIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Bid Options.

B. Procedures for pricing Bid Options.

1.02 ACCEPTANCE OF Bid Options

A. Bid Options quoted on Bid Forms will be reviewed and accepted or rejected at the Government's option in accordance with the requirements of the Solicitation.

Accepted Bid Options will be identified in the Construction Contract.

B. Coordinate related work and modify surrounding work to integrate the Work of each Bid Option.

1.03 SUMMARY

A. Definition: A Bid Option is an amount proposed by Bidders and stated on the Bid Form for certain construction activities defined in the Bidding Requirements that may be added to the Base Bid amount if the Government decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. The base Bid is all items shown on the the Contract Documents except items to be added back by below schedule of Bid Options.

B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Bid Options and/or contract option is complete and fully integrated into the project.

C. Schedule: A "Schedule of Bid Options" is included at the end of this Section.

Specification Sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each Bid Option.

D. Include as part of each Bid Option, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the Bid Option.

1.04 SCHEDULE OF Bid Options

A. Bid Option No. 1: Telecommunications Cabling

BID OPTIONS 01 2300 - 2

1. This Bid Option shall include all plant, labor, and material for the installation of telecommunications cabling and receptacles indicated on sheets E2.1/E3.1

2. In the event that the Bid Option is not awarded, the Contractor shall install receptacle boxes and rigid wall mounted conduit from receptacle locations in the hangar bays (see sheet E2.1 for receptacle locations) to an accessible space above the administrative office area ceiling. All rigid conduit expressed to view shall be painted as par of the base bid.

PART 2 PRODUCTS - NOT USED

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

1. Construction Superintendent

2. Project Manager

B. Electronic document submittal service.

C. Preconstruction meeting.

D. Progress meetings.

E. Coordination meetings with adjacent construction projects.

F. Construction progress schedule.

G. Contractor's daily reports.

H. Progress photographs.

I. Coordination drawings.

1.02 RELATED REQUIREMENTS

A. Section 00 0102 - Project Information and Summary

B. Section 01 7000 - Execution and Closeout Requirements

C. Section 01 7800 - Closeout Submittals

1.03 PROJECT COORDINATION

A. Contractor's Project Manager: The General Contractor shall provide a project manager with a minimum of five years experience on projects of similar size and type. Prior to construction the project manager shall submit a resume of the project manager to the Government for approval..

B. Make the following types of submittals to the Contracting Officer Representative through the Project Manager:

1. Requests for interpretation.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

2. Requests for substitution

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Application for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Closeout sbubmittals.

1.04 CONSTRUCTION SUPERINTENDENT

A. The General Contractor shall designate a project superintendent to be on site and in charge of the work for the duration of the project.

B. The Superintendent shall have experience in supervising and executing a minimum of 5 projects of similar scope, size, and complexity.

C. Submit proposed superintendent's resume to the Government for approval prior to commencing on-site activities.

D. Superintendent shall be equipped with a cellular device capable of:

1. Placing and receiving local and long-distance phone calls

2. Viewing and responding to electronic mail communication.

3. Connecting personal computer to the internet via a mobile hotspot application.

E. The Superintendent shall also be equipped with a personal computer that can access the internet for the purposes of project correspondence and accessing the project "Newforma" project management software/platform.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

1. Besides submittals for review, information, and closeout, this procedure applies to Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. Contractor and Government are required to use this service.

3. It is Contractor's responsibility to submit documents in allowable format.

4. Subcontractors, suppliers, and Government's consultants will be permitted to use the service at no extra charge.

5. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B. Cost: The Cost of the service will be paid by the Architect. The Contractor will be granted access to the service by the architect. The service is accessed through a web-based interface.

C. Submittal Service: The selected service is:

ADMINISTRATIVE REQUIREMENTS 01 3000 - 4

1. Newforma Info Exchange .

D. Training: Training is the responsibility of the user of the service. A refernce guide inclusive of video tutorials can be accessed and viewed at http://help.newforma.com/newforma_info_Exchange_twelfth_edition/desktop/Overvie ws/Welcome_to_Newforma_Info_Exchange.htm

3.02 PRECONSTRUCTION MEETING

A. Contractor will schedule a meeting after notice to proceed.

B. Attendance Required:

1. Contracting Officer

2. Contracting Officer Representative

3. Architect

4. Contractor:

a. Contractor shall be represented, in person, at the preconstruction meeting by the proposed project superintendent and the proposed project manager.

Project manager shall be an employee of the General Contractor. If a third-party project management approach is utilized by the General Contractor, both the third-party project manager and a representative of the General Contractor who is authorized to make decisions regarding project scope, cost, and time shall also be in attendance, in person, at the preconstruction meeting.

b. All major sub contractors and suppliers

C. Agenda:

1. Submission of list of Subcontractors, , list of products, schedule of values, and progress schedule.

2. Designation of personnel representing the parties to the Contract and Architect.

3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

4. Scheduling.

5. Use of "Newforma" online web application for RFI, submittals, etc... Refer to section 01 3001 for additional information.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

D. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Contracting Officer Representative(s), Contracting Officer, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

B. Attendance Required: Job superintendent, Contractor's Project Manager, Contracting Officer, Contracting Officer Representative(s), Architect, and major Subcontractors/Suppliers when necessary/requested by the Government/Contractor.

1. A minimum of bi-weekly meetings should be anticipated. More frequent meetings will be scheduled as dictated by the progress and quality of work observed ongoing at the project site. Contractor's project superintendent shall attend all progress meetings in person.

2. Additionally, if a third-party project management approach is utilized by the General Contractor, both the third-party project manager and a representative of the General Contractor who is authorized to make decisions regarding project scope, cost, and time shall also be in attendance, in person, at a minimum of one progress meeting each month.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFIs log and status of responses.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

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11. Effect of proposed changes on progress schedule and coordination.

12. Review of modifications to project record documents documenting changes made on site since previous progress meeting.

13. Other business relating to Work.

D. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Contracting Officer Representative(s), Contracting Officer, and Contractor. Contractor will be responsible for distributing minutes to suppliers/SubContractor and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE - See Section 01 3216

A. Submit proposed project schedule as outlined in the Contract Documents.

B. General Requirements:

1. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Beneficial Occupancy to date of Final Completion.

2. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

a. Activity Duration: Define activities so no activity is longer than twenty days, unless specifically allowed by the Government.

b. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

c. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

d. Startup and Testing Time: Include not less than seven days for startup and testing.

e. Beneficial Occupancy: Indicate completion in advance of date established for Beneficial Occupancy, and allow time for the Government'sadministrative procedures necessary for certification of Beneficial Occupancy.

3. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is

ADMINISTRATIVE REQUIREMENTS 01 3000 - 7

affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work by the Government: Include a separate activity for each portion of the Work performed by the Government.

c. Products Ordered in Advance: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

d. Government-Furnished Products: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

e. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Partial occupancy before Beneficial Occupancy.

5) Use of premises restrictions.

6) Provisions for future construction.

7) Seasonal variations.

8) Environmental control.

4. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, review inspections by review agencies, Beneficial Occupancy, and Final Completion.

5. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

a. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures.

6. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate

ADMINISTRATIVE REQUIREMENTS 01 3000 - 8

the effect of the proposed change on the overall project schedule.

C. Gantt-Chart Schedule:

1. Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within thirty days of date established fromthe Notice to Proceed . Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

2. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

a. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten percent increments within time bar.

D. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

E. Distribution: Distribute copies of approved schedule to the Government, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 9

3.05 DAILY CONSTRUCTION REPORTS

A. Include only factual information. Do not include personal remarks or opinions regarding operations and/or personnel.

B. Prepare a daily construction report recording the following information concerning events at Project site and project progress:

1. Date.

2. High and low temperatures, and general weather conditions.

3. List of subcontractors at Project site.

4. List of separate contractors at Project site.

5. Approximate count of personnel at Project site.

6. Major equipment at Project site.

7. Material deliveries.

8. Safety, environmental, or industrial relations incidents.

9. Meetings and significant decisions.

10. Stoppages, delays, shortages, and losses. Include comparison between scheduled work activities (in Contractor's most recently updated and published schedule) and actual activities. Explain differences, if any. Note days or periods when no work was in progress and explain the reasons why.

11. Testing and/or inspections performed.

12. Signature of Contractor's authorized representative.

3.06 PRE-CONSTRUCTION PHOTOGRAPHS

A. Before starting construction, take one hundred color photographs and digital video recording of Project site and affected right-of-ways and surrounding properties and interior existing photos of affected areas from different vantage points, as directed by the Government. Show existing conditions adjacent to property.

3.07 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 10

B. Photography Type: Digital; electronic files.

C. Provide photographs of construction throughout progress of Work produced by an experienced photographer, who can also be an employee of the contractor, acceptable to the Government.

D. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Foundations in progress and upon completion.

4. Structural framing in progress and upon completion.

5. Enclosure of building, upon completion.

6. Final completion, minimum of ten (10) photos.

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Beneficial Occupancy.

2. Consult with the Government for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1600 by 1200 ("2 megapixel"), in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via Newforma.

2. File Naming: Include project identification, date and time of view, and view identification.

3.08 SUBMITTALS

A. See section 01 3001 - Submittals.

SUBMITTALS 01 3001 - 1

SECTION 01 3001 - SUBMITTALS

PART I - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Preparing and processing of submittals for review and action.

2. Preparing and processing of informational submittals.

B. Submit the following for the Contracting Officer's review and action:

1. Shop drawings.

2. Structural design information required by the contract documents.

3. Product data.

4. Samples.

5. Submittals indicated as "for approval."

6. Submittals for which procedures are not defined elsewhere.

7. Submittal register.

C. Submit the following as informational submittals:

1. Certificates.

2. Coordination drawings.

3. Reports.

4. Qualification statements for manufacturers/installers.

5. Submittals indicated as "for information only."

D. Specific submittals required are described in individual sections.

E. Related Sections: The following are specified elsewhere in Division 1:

1. Product submittals:

a. Product option submittals.

SUBMITTALS 01 3001 - 2

b. Requests for substitution.

c. Operating and maintenance data.

d. Warranties.

e. Maintenance materials and tools.

2. Contract closeout submittals:

a. Equipment and systems demonstration reports.

b. Request for determination of Beneficial Occupancy.

c. Certificate of occupancy.

d. Project record documents.

e. Bonds.

1.02 DEFINITIONS

A. Shop Drawings: See General Conditions.

1. Shop drawings also include:

a. Product data specifically prepared for this project.

b. Shop or plant inspection and test reports, when made on specific materials, products, or systems to be used in the work.

B. Product Data: See General Conditions.

1. Product data submittals also include:

a. Performance curves, when issued by the manufacturer for all products of that type.

b. Selection data showing standard colors.

c. Wiring diagrams, when standard for all products of that type.

C. Samples: See General Conditions.

D. Informational Submittals: Submittals identified in the contract documents as to be submitted for information only.

SUBMITTALS 01 3001 - 3

1.03 FORM OF SUBMITTALS

A. Use AF Form 3000 as the only acceptable form of approval and transmittal.

1. Transmit submittal data (including AF Form 3000) electronically. The Architect will provide and maintain an online website electrical submittal database for access by the Government, Architect, and Contractor

2. Paper format submittals will not be accepted except where specifically approved by the Government prior to submission.

3. Use of Architect's "Newforma" Website Application:

a. General Contractor shall use Architect’s website software Newforma with access provided by the Architect to…