OK_ANG_Bldg_1011_Specs_Vol_1_07152016.pdf

Oklahoma Air National Guard W912L6-13-D-0006/0001 ISR Beddown Building 1011 YZEU139006

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SECTION 00 00 00 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

Architect:

Aaron Fox

Civil Engineer:

Ahmad Kayali

Fire-Protection Engineer:

Tommy Willis

Mechanical Engineer:

Jason Watkins

Electrical Engineer:

Doyle Magnus

Structural Engineer:

David Swyden

*** END OF DOCUMENT ***

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13.00 10 ASBESTOS ABATEMENT

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

PROJECT TABLE OF CONTENTS Page 1

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 17 STEEL SLIDING HANGAR DOOR RENOVATION

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

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 00 RESILIENT FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

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 AND CABINETS

10 51 13 METAL LOCKERS

10 51 15 SPECIALTY LOCKERS

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION LOW RISE MACHINE ROOM-LESS ELEVATORS

14 42 00 VERTICAL WHEELCHAIR LIFTS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 20.00 30 LOW-LEVEL HIGH EXPANSION FOAM FIRE EXTINGUISHING SYSTEMS

FOR AIRCRAFT HANGARS

21 30 00 FIRE PUMPS

21 90 00 FIRE PROTECTION SYSTEM COMMISSIONING

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00 COMMISSIONING OF PLUMBING

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

PROJECT TABLE OF CONTENTS Page 2

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

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

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

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 52 00 HEATING BOILERS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 81 28.10 22 VARIABLE REFRIGERANT FLOW (VRF) MULTI-SPLIT AIR

CONDITIONING AND HEAT PUMP EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 08 00.00 10 COMMISSIONING OF ELECTRICAL

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes predominately interior renovation to existing hangar facility B1011 and incidental related work, as defined by the Contract Documents and consists of the following:

a. General:

(1) B1011 has an overall facility area of roughly 70,000 SF. The work consists of a complete interior renovation and reconfiguration of select administrative, shop and storage areas, including building support and utility spaces, to meet Oklahoma ANG mission requirements and to be in compliance with ADA and LEED criteria.

This project will fully renovate and reconfigure approximately 24,000 SF of interior space, provide some improvements to the hangar bay area, and provide life safety improvements to remaining interior space.

b. Exterior:

(1) No significant work to the exterior façade or roof of the facility is included with the project scope of work. There are two glass enclosures at the south side of the facility previously added as vestibules that will be removed in their entirety. Equipment located at the facility exterior walls will be removed or replaced as indicated.

c. Interior Renovations:

(1) Administrative and Storage Areas:

(a) Demolition of existing interior partitions, finishes, fixtures, equipment, and MEP systems as indicated. Interior renovations include new partitions, new doors and hardware, insulation at exterior walls, and all new finishes, fixtures and casework as indicated, along with new supporting HVAC, electrical, plumbing, fire protection and life safety, and communications.

The existing toilet rooms at the south lean-to facility will be completely renovated and new plumbing fixtures will be provided.

Existing walls, doors and frames being reused at the renovated areas will be refurbished and furnished with new hardware.

(b) A new elevator is added to both the north and south lean-to structures to provide accessible access to the second floor areas. A new wheel chair lift will provide access to the third floor of the Annex facility.

(c) The HVAC system will be replaced with new for the areas renovated with the project scope of work, including all equipment, SECTION 01 11 00 Page 1 ductwork, devices, piping and direct digital controls. Systems serving areas no being renovated will remain in operation.

(d) Existing plumbing fixtures and piping will be demolished at the renovated areas. The existing compressed air system is no longer required and will be removed entirely. The plumbing systems for the facility includes domestic water, sanitary waste, and vent systems, compressed air piping and outlets, and natural gas piping system. The plumbing design will provide domestic hot and cold water and sanitary waste and vent piping to new low flow plumbing fixtures in the areas of renovation.

(e) Electrical distribution will be new for all renovated areas of the facility. Existing to remain areas will be transferred from the existing main electrical equipment on the east side of the facility to the new equipment located at the northwest side of the facility, requiring strategic phasing of the transfer of power. Panels and transformers serving spaces that are not to be renovated will not be replaces, and equipment currently located within stairways will be removed or relocated as indicated. New lighting will be included at renovated areas, with lighting controls and occupancy sensors as indicted .

(f) All existing data/voice and backbone cabling in areas to be renovated will be demolished. The east Entrance Facility (EF) into the North lean-to will be demolished and relocated from the stairway corridor into the adjacent new Telecom EF Room.

Renovations include new telecommunications spaces, equipment racks, interior pathways and horizontal and backbone structured cabling. Ancillary or special systems consist of cabling for Community Antenna Television (CATV) and Training/Conference Room video cabling .

(2) Fire Protection:

(a)A new Mass Notification System (MNS) will be provided for the entire facility. The existing wet pipe sprinkler systems within the areas of renovation will be demolished and replaced with new.

The existing fire alarm system will be demolished and replaced with new throughout the facility.

(3) Hangar Bay:

(a) The hangar bay is approximately 26,000 SF, and improvements to this area includes replacement of the existing deluge sprinkler system with new wet fire sprinkler system and low-level high-expansion foam (HEF) system, and new HEF system fire alarm control panel, mass notification devices, repair to the hangar doors, and new indirect natural gas fired air rotation units.

Interior windows overlooking the hangar bay from the lean-to structures will be replaced with fire rated assemblies, and some of the overhead doors will be replaced with double doors.

(4) Areas designated as not being renovated:

(a)Areas not being fully renovated will receive improvements for fire alarm and mass notification.

d. Site/Utility:

SECTION 01 11 00 Page 2

Site improvements and utility work includes new electrical service and transformer at the northwest side of the facility, removal of existing electrical equipment at the east side of the facility, water service to new riser location, additional fire hydrants, and sanitary sewer line replacement as indicated. This project relocates fire risers to the fire pump room, adds new fire pumps, new electrical switchgear and panels, replaces HVAC system and adds direct digital controls. New work requires phasing as existing services are demolished and some remain operational. The fire hydrants will be removed from the 16” dedicated fire line and reconnected to the 10” domestic water line .

e. Hazardous Materials Abatement:

The building contains existing hazardous materials as indicated and abatement is within the scope of work.

1.1.2 Location

The work is located at Building B1011 at the Oklahoma Air National Guard, Will Rogers Air Guard Bass, OK, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

This Annex portion of the building will be occupied during performance of work under this Contract.

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

1.3 EXISTING WORK

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

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

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

1.4 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 72 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.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 72 hours prior to starting

SECTION 01 11 00 Page 3 excavation work.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed.

1.5 GOVERNMENT-INSTALLED WORK

Work on other repair projects may be going on at the exterior of the facility under separate contract. Contractor shall not impede adjacent ongoing work and shall cooperate as requested by the Contracting Officer..

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Contractor shall coordinate and submit a phasing plan for approal to the Base Contracting Officer before work is to start.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The Annex protion of Building B1011 will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads and/or utility service must be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

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

1.3.1.1 Subcontractors and Personnel Contacts

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

SECTION 01 14 00 Page 1

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed and will be furnished wihtout charges if required. Obtain access to the installation by furnishing a list of a complete personnel list along with completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.

1.3.1.3 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours shall be between 6:30 a.m. and 5:00 p.m., Monday through Thursday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.3.4 Exclusionary Period

Contractor shall allow for a maximum of five calendar days where construction activity is prohibitive. Government will provide 24-hour notification in advance of restrictions. This period has not been considered in computing the time allowed for the performance of this contract.

1.3.5 Occupied Building

The Contractor shall be working in an existing building which is partially occupied. Do not enter occupied areas without prior approval of the Contracting Officer.

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

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the occupied areas of the building during the construction period.

SECTION 01 14 00 Page 2

Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

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

1.3.6 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." Work shall be scheduled to hold outages to a minimum.

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

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

1.3.7 SHIPYARD AREA WORK CLEARANCE REQUEST

1.3.7.1 Shipyard Hazardous Areas

Do not enter into work areas where Shipyard personnel are using protective equipment such as respirator and masks or marked boundary areas without prior approval.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

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 (2009) 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 20 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. 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.

SECTION 01 20 00.00 20 Page 1

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 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.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING AND BALANCING shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

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

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

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

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

SECTION 01 20 00.00 20 Page 2

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

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

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

a. The Contractor's invoice showing in summary form, the basis for arriving at the amount of the invoice. Invoice shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the documents

SECTION 01 20 00.00 20 Page 3 listed in paragraph "CONTENT OF INVOICE" shall be provided 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 it shall be provided 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. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

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

1.6.1 Obligation of Government Payments

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

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

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

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

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

1.6.2 Payment for Onsite and Offsite Materials

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

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

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage

SECTION 01 20 00.00 20 Page 4 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 Earned Value Report requirement of this contract.

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

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

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

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

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

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

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 4 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 with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

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

Provide other insurance coverage as required by Oklahoma State law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 13.00 10 ASBESTOS ABATEMENT assigned to the Designated Competent Person directly with a first tier subcontractor.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

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

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.7.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.3 Non-Compliance Actions

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 insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the

SECTION 01 30 00 Page 2 site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, 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 must also attend.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

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

1.9.1 Informal Partnering

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

The Initial Partnering session should 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 (typically a conference room provided by the office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract 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 severe weather or terrorist threats. Multiple email addresses are not allowed.

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

SECTION 01 30 00 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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SECTION 01 30 00 Page 4

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Tomra's Oklahoma Air National Guard Project Feb 2016

01 14 00 SD-01 Preconstruction Submittals

1.3.1.1 GList of Contact Personnel

1.3.1.2 GPersonnel List

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1.3 GEarned Value Report

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1.3 GView Location Map

1.4 GProgress and Completion

Pictures

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1.5 GQualifications

1.3 GBaseline Network Analysis

Schedule

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1.7.1 GMonthly Network Analysis

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1.7.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 33 29 SD-01 Preconstruction Submittals

1.5.3.1 GPreliminary Sustainability

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1.5.3.1Preliminary High Performance and Sustainable Building Checklist

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01 33 29 SD-11 Closeout Submittals

1.5.3.1 GFinal Sustainability Notebook

1.5.3.1 GFinal High Performance and

Sustainable Building Checklist

1.5.3.1 GAmended Final Sustainability

Notebook

3.2.1 GThird Party Certification Plaque

and Certificates

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

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1.6.1.5Crane Operators/Riggers

1.7.2.2 GStandard Lift Plan

1.7.2.3 GCritical Lift Plan

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

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Plan

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01 45 00.00 10 SD-06 Test Reports

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3.1.2Written Practices

3.1.2NDT Procedures and Equipment

Calibration Records

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3.1.1Biweekly Reports

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2.1Fabrication Plant

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1.5 GSpecial Inspector

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3.1.2Interim Final Report

3.1.2 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

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01 57 19 SD-01 Preconstruction Submittals

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01 57 19 1.5.1Preconstruction Survey

1.8 GSolid Waste Management Permit

1.5.2 GRegulatory Notifications

1.5.3 GEnvironmental Protection Plan

1.5.5 GEmployee Training Records

1.5.4 GEnvironmental Manager

Qualifications

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3.4.2.1 GSolid Waste Management Report

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3.4.3.6 GDisposal Documentation for

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1.5.5 GAssembled Employee Training

Records

1.8 GSolid Waste Management Permit

3.4.2.1 GSolid Waste Management Report

3.4.3.1 GHazardous Waste/Debris

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1.5.2 GRegulatory Notifications

3.4.2.1 GSales Documentation

01 57 19.11 SD-01 Preconstruction Submittals

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01 57 19.11 3.2 G SIndoor Air Quality (IAQ)

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G SAir contamination testing

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1.7 G SConstruction Indoor Air Quality

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01 74 19 SD-01 Preconstruction Submittals

1.6 GWaste Management Plan

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1.7 G SRecords

01 78 00 SD-03 Product Data

1.5.1Warranty Management Plan

1.5.4Warranty Tags

1.4Spare Parts Data

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3.2 GOperation and Maintenance

Manuals

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3.1 GAs-Built Drawings

2.1 GCertification of EPA Designated

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3.4 GInterim DD Form 1354

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01 78 00 3.4 GChecklist for DD FORM 1354

01 78 23 SD-10 Operation and Maintenance

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1.3 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

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3.1.5 GValidation of Training Completion

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.10Existing Conditions

SD-07 Certificates

1.6 GNotification

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3.2.1Receipts

02 82 13.00 10 SD-02 Shop Drawings

1.4 GDetailed Drawings

SD-03 Product Data

3.11.3.1 GAsbestos Waste Shipment

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1.1Weight Bills and Delivery Tickets

2.1 GEncapsulants

1.9.1 GRespiratory Protection Program

3.11 GCleanup and Disposal

1.6.1 GQualifications

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02 82 13.00 10 1.11Training Program

1.8.1Licenses, Permits and

Notifications

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3.9Exposure Assessment and Air

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2.1 GEncapsulants

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Requirements

02 83 13.00 20 SD-01 Preconstruction Submittals

1.5.2.3 GOccupational and Environmental

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1.5.2.2Lead Compliance Plan

1.5.1.1 GCompetent Person

1.5.2.8 GLead waste management plan

3.5.2.1 GWritten evidence

1.5.2.4 GMedical Examinations

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1.5.2.3 Gsampling results

1.5.2.3 GOccupational and Environmental

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02 83 13.00 20 1.5.1.2 GTesting laboratory

1.5.1.3 GThird party consultant

qualifications

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3.5.2.1 Ghazardous waste manifest

3.5.2.1 Gturn-in documents or weight

tickets

02 84 16 SD-07 Certificates

1.8.1 GPCB and Lamp Removal Work

Plan

1.8.2 GPCB and Lamp Disposal Plan

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3.5.2 GTransporter certification

3.2.4Certification of Decontamination

3.5.2.1Certificate of Disposal and/or recycling

02 84 33 SD-07 Certificates

1.7.1Training certification

1.7.2PCB removal work plan

1.7.3PCB disposal plan

1.7.4Notification

3.7Transporter certification

3.4.4Certification of Decontamination

3.4.5Post cleanup sampling

3.7.1Certificate of disposal

03 30 53 SD-02 Shop Drawings

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03 30 53 1.6 GInstallation Drawings

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2.2.3.1Air-Entraining Admixture

2.2.3.2Accelerating Admixture

2.2.3.3Water-Reducing or Retarding

Admixture

2.2.10Curing Materials

2.2.6Expansion Joint Filler Strips, Premolded

2.4.1Waterstops

2.4.2Chemical Floor Hardener

3.1.4.3Batching and Mixing Equipment

3.2Conveying and Placing Concrete

2.2.7Formwork

2.3 GMix Design Data

2.3Ready-Mix Concrete

2.4.3Curing Compound

2.2.5Mechanical Reinforcing Bar

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1.7.1 G SRecycled Content Materials

1.7.2 G SLocal/Regional Materials

1.7.3 G SLow-Emitting Materials

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2.1.3 GConcrete Mixture Proportions

3.3.3.2Measurement of Floor Tolerances

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