21-05-14 JBC B570 RTA Specs.pdf

REPAIR MAINTENANCE FACILITY – B.570

JOINT BASE CHARLESTON – AIR BASE

DESIGN OPPORTUNITY NO:1054125

CONTRACT NO: FA4418-15-D-0007

MAY 14, 2021

REVISED FINAL DESIGN SUBMITTAL

SPECIFICATIONS

BUILDING 570

CEMS PROJECT NO.15-154U

THIS PAGE INTENTIONALLY LEFT BLANK

Revised FINAL Submittal

May 14, 2021

[Refer to the Report

Template Instructions for swapping out a cover sheet image or adding a gray overlay]

SPECIFICATIONS

BUILDING 570

Prepared by CEMS Engineering, Inc. at the direction of the

Joint Base Charleston -Charleston, SC

Contract No.: FA4418-15-D-0007

Design Opportunity Number: 1054125

CEMS No.: 15-154U

Repair Maintenance Facility Building 570 15154U

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 PROJECT SCHEDULES AND PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 10 ENVIRONMENTAL

01 54 00.00 31 GREEN PROCUREMENT (JB CHS-7/2014)

01 57 19.00 31 TEMPORARY ENVIRONMENTAL CONTROLS (JB CHS-7/2014)

01 57 20.00 31 ENVIRONMENTAL PROTECTION

01 57 50 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 02.00 20 PROJECT RECORD DOCUMENTS (JB CHS)

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

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

02 41 00 DECONSTRUCTION

02 83 00 LEAD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

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

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

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

07 22 00 ROOF AND DECK INSULATION

07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

PROJECT TABLE OF CONTENTS Page 1

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 21 23 HYDRONIC PUMPS

23 30 00 HVAC AIR DISTRIBUTION

23 31 13.00 40 METAL DUCTS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

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

DI VI SI ON 26 - ELECTRI CAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

PROJECT TABLE OF CONTENTS Page 2

27 51 16 PUBLIC ADDRESS SYSTEMS

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

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

APPENDIX A: ASBESTOS / LEAD BASED PAINT REPORT

PROJECT TABLE OF CONTENTS Page 4

JBCGS SECTION 01 11 00

SUMMARY OF WORK

06/17

PART 1 GENERAL

1.1 Submittals

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests; G ;

Road Closure Requests; G ;

Contractor's Proposed Laydown Area Plan;G ;

Air Force Work ClearancePermit; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Scope

The project is for the repair and renovation of Building 570, a 42,590-sf hangar facility for aircraft fuel cell maintenance located at Joint Base Charleston, Air Base, SC. The intent is to repair / upgrade a large portion of the hangar including administration areas, shop areas, hangar bays, and bathrooms. The design is to repair/upgrade major work items associated with fire suppression system & controls, electrical hangar lighting & emergency lighting systems, mechanical equipment & controls, plumbing systems, a new roofing system, and interior finishes upgrades for walls, ceilings and floors.

1.2.2 Location

The work shall be located on Joint Base Charleston - Air Base, approximately as indicated on the contract drawings. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building shall be occupied and completed in phases for the shops and the aircraft bays. Occupancy notifications will be posted in a prominent location in the work area.

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

1.4 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each

SECTION 01 11 00 Page 1 subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a system that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the site.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.5 EXISTING WORK

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

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

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

1.6 ON-SITE PERMITS

Obtain an Air Force Work Clearance Permit/digging permit prior to start of excavation. The contractor is responsible for marking and verifying all utilities. Verify the elevations of existing piping, utilities, and any type of underground of encased obstruction not indicated to be specified or removed and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Access to the site will require the contractor to complete a "FAA" letter and a "Temporary Airfield Construction Waiver (TACW) form prior to beginning any construction activities.

Airfield Work and FAA Approval: Depending on the Contractor’s means and methods, an airfield work permit may be required. Typically all

SECTION 01 11 00 Page 2 construction on the 'airfield' requires Temporary Airfield Construction Waiver (TACW), as well as FAA form 7461-1. A part of the TACW is the Risk Assessment (RA), which must be conducted for anything on the airfield. The FAA 7461-1 is required prior to work start if construction cranes will exceed a 100:1 sloped surface from the nearest point of the nearest runway out to 20,000 feet or 200 feet AGL (above ground level). Of note: (1) Depending on any airfield violations or impact to flying operations a TACW may not be required, and (2) Depending on the location of the work, and the height of equipment and/or cranes may not require FAA 7460-1. The Airfield Waiver Program is phone is 843-963-1499, and Airfield Manager is 843-963-3028. Appendix 6 and EM 385 section 32 provide additional information and shall be provided by the Government. For planning purposes, approval may take approximately 60 days. Additionally, Contractor may be required to comply with Free Zone plan, and no work will start until the Free Zone is approved by Base Commander. Free Zone approval will be provided by the Government (at no cost to Contractor) and no input is needed from the Contractor.

Contractor shall be responsible for completion of FAA Form 7460-1 and Form 7460-2. FAA Form 7460-1 must be submitted to the FAA at least 30 days prior to the start of construction. Provide construction phasing plan identifying construction activity on or near the airfield to ensure construction will not adversely affect flying operations or airfield clearance criteria.

All construction activities shall be separated into phases describing the sequence of construction activity. Construction vehicle access roads, including access gates and haul routes will be indicated. The phasing plan shall:

Inspect daily construction areas to ensure that a high level of safety is maintained.

Ensure construction barricades are properly positioned to define limits of construction and hazardous areas and if barricades are lighted, check to ensure lights are working properly and are positioned correctly.

Ensure stockpiled material and construction materials are properly stored to keep them from being moved by wind, jet blast, or prop wash.

Inspect construction areas for confusing or missing signs, markings or lighting that could potentially confuse or mislead pilots or vehicle drivers on the airfield.

Determine if construction equipment (such as cranes, etc.) are marked and lighted and parked in designated areas.

Ensure that debris and foreign objects are continuously being picked up around the construction areas driver training within Flight line gates as well as security access monitoring to lay-down areas within Flight line gates.

1.6.1 NOTIFICATIONS

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

SECTION 01 11 00 Page 3

1.6.2 OUTAGE REQUESTS

Utility outages and road closures required during the prosecution of work shall be arranged for the convenience of the Government. Utility outages and connections shall be scheduled outside regular working hours. Utility outage, and road closure requests shall be submitted to the Contracting Officer for coordination and Government approval at least 21 days prior to the desired outage or closure date. Requests shall clearly identify the need for the outage or closure, the requested date(s) for the outage or closure, the expected length of the outage or closure and proposed backup dates.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at a Government designated storage area located on Joint Base Charleston.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

1.8 Location of Underground Utilities

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

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

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

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 4

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SECTION 01 11 00 Page 5

SECTION 01 11 00 Page 6

JBCGS SECTION 01 14 00

WORK RESTRICTIONS

06/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals list of contact personnel; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

It should be recognized that requirements for security and base access varies between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.

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

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.1.2 Identification Badges and Installation Access

Identification badges, if required, may be furnished without charge under certain circumstances. Confirm security requirements with the Contracting Officer. Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf. Immediately report instances of lost or stolen badges to the Contracting Officer.

SECTION 01 14 00 Page 1

1.2.1.3 Tobacco Use Policy

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

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.2.4 Phasing

No phasing will be required for this facility. The building will be unoccupied.

1.2.5 Utility Cutovers and Interruptions

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

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

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

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without Government notification and approval. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. All furniture and equipment shall be removed from work area prior to beginning of construction.

PART 2 PRODUCTS

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SECTION 01 14 00 Page 2

PART 3 EXECUTION

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SECTION 01 14 00 Page 3

SECTION 01 14 00 Page 4

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 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. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices and extended prices.

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Schedule of Prices must have cost summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Schedule of Prices must identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category

SECTION 01 20 00.00 20 Page 1

Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance. Use NAVFAC Form 4330/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will

SECTION 01 20 00.00 20 Page 2 be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

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

1.6 PAYMENTS TO THE CONTRACTOR

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

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

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

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

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

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

SECTION 01 20 00.00 20 Page 3

1.6.2 Payment for Onsite and Offsite Materials

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

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

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

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

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

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

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

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

06/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View location map; G

Progress and completion pictures; G

Resume for Superintendent; G

1.2 VIEW LOCATION MAP

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

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 5 MegaPixel minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers'

SECTION 01 30 00 Page 1 compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State law.

1.5 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Asbestos and Lead-base Paint Containing Material

All contract requirements shall be accomplished directly by a first-tier subcontractor.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.6.1 SUPERINTENDENT

Superintendent must have a minimum of 5 years of experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project.

The project superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.

Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed 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 superintendent at any time in order to verify the submitted qualifications.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the contract and safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.8 PARTNERING

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

SECTION 01 30 00 Page 2 facility), the Contractor and Subcontractors will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the partnering process and a list of key and optional personnel who should attend partnering meetings.

1.8.1 Informal Partnering

The Contracting Officer will organize partnering sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session will be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor.

1.9 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

SECTION 01 30 00 Page 3

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Bluebeam, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 4

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G ov er nm en t, si nc e th e pe rc en ta ge o f c om pl et io n, or p ro gr es s, th us re po rte d is u se d in a dm in is tra tio n of th e co nt ra ct a nd m ay b e us ed in c on ne ct io n w ith a pp ro va l o f p ar tia l p ay m en ts u nd er th e co nt ra ct

C ar e sh ou ld b e ta ke n to p la n th e w or k in s uc h m an ne r t ha t i t c an b e ac co m pl is he d as s ta te d in th is s ch ed ul e.

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OMB NO. 0704-0188CONTRACT PROGRESS REPORT

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (OMB No. 9000-0058), 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.

PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. RETURN COMPLETED FORM TO : SAF/AQCO, 1060 Air Force Pentagon, Washington DC 20330-1060.

CONTRACTOR ADDRESS

REPORT NO. PERIOD COVERED

FROM:

PROJECT NO. CONTRACT NO. COMPLETION DATE

TO:

LINE

NO.

% OF

TOTAL JOB

% COMPLETED

THIS PERIOD

% COMPLETED

CUMULATIVE

WORK ELEMENT

TOTAL

REMARKS

At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.

PROGRESS OR COMPLETION CERTIFICATE

I hereby certify that the contractor has satisfactorily completed the indicated percentage of the contract per contract specifications.

SUBMITTED BY OR FOR

CONTRACTOR BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

AF IMT 3065, 19960401, V1 PREVIOUS EDITION IS OBSOLETE.

Click to sign

Click to sign

SECTION 01 32 16.00 20

PROJECT SCHEDULES AND PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," a Project Schedule as described below shall be prepared.

Scheduling of construction shall be the responsibility of the Contractor.

Contractor management personnel actively participate in the development of the project schedule. Contractor management personnel shall coordinate closely with Contracting Officer/Galley Management/CEMNP in the maintenance of the schedule. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications; G

Baseline Project schedule; G, 628 CES/CENMP

Initial Contract Progress Report (AF IMT 3065); G, 628 CES/CENMP

Initial Contract Progress Schedule (AF IMT 3064); G, 628 CES/CENMP

SD-07 Certificates

Monthly Project Schedule Updates; G, 628 CES/CENMP

Monthly Contract Progress Report (AF IMT 3065); G

Monthly Contract Progress Schedule (AF IMT 3064); G

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative responsible for preparing and maintaining the project schedule for this contract.

This individual shall have prepared and maintained at least 3 previous schedules of similar size, scope and complexity to this contract. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.

SECTION 01 32 16.00 20 Page 1

1.