ACPh1RTASpecsPart120171109.pdf

9 NOVEMBER 2017

US Army Corps of Engineers

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SPECIFICATIONS - PART 1

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Norfolk District, US Army Corps of Engineers Engineering & Construction Division Engineering Branch 803 Front Street, Norfolk, VA

PROPERTY OF THE UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO).

COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

12 JULY 2017

AC PHASE 1 RTA SUBMITTAL AVIATIONCOMPLEX

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 50 SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00.00 50 ADMINISTRATIVE REQUIREMENTS FOR NORFOLK DISTRICT PROJECTS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 50 QUALITY CONTROL FOR NORFOLK DISTRICT PROJECTS

01 45 00.10 50 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 16 TEMPORARY PEST CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00.00 40 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 83 00.07 40 RELIABILITY CENTERED ACCEPTANCE FOR FACILITY SHELLS

01 83 13.07 40 RELIABILITY CENTERED ACCEPTANCE FOR SUPERSTRUCTURE

PERFORMANCE REQUIREMENTS

01 86 12.07 40 RELIABILITY CENTERED ACCEPTANCE FOR MECHANICAL SYSTEMS

01 86 26.07 40 RELIABILITY CENTERED ACCEPTANCE FOR ELECTRICAL SYSTEMS

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 30 00.00 50 CAST-IN-PLACE CONCRETE PAVING FOR ELEVATED TAXIWAY

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

PROJECT TABLE OF CONTENTS Page 1

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

PROJECT TABLE OF CONTENTS Page 2

-- End of Project Table of Contents --

DIVISION 05 - METALS

SECTION 01 11 00.00 50

SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

2/2013

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. 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 Salvage Plan; G,

1.2 DEFINITIONS

a. Facility: The facility is located at a location to be specified by the Government within the Norfolk District Area of Operations:

CO: Contracting Officer or his authorized representative.

U.S. Army Corps of Engineers Norfolk District

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes development of the site for future construction of hangar and administration facilities and construction of the Aviation Complex Phase-1 Site, Infrastructure and Ancillary Buildings project. The Phase-1 work effort includes constructing site supporting infrastructure, airfield apron, Taxiway Bridge, apron and taxiway lighting, parking lots, on-site circulation drives, 2 central electric buildings with generators, site utilities, an entry control facility, a fire pump house and storage tanks, high pressure fire water supply lines, vehicle and equipment storage canopies and garage building. Off-site improvements include secure communications duct banks and manholes, an Urban Assault Course Station #2,covered bleacher enclosures with integrated storage building, a sling load training site,access road improvements and training road turnaround.

The taxiway bridge is approximately 450 feet in length over wetlands and will connect to existing airfield runway to the new aircraft apron. The project will install perimeter security fencing. The project will include on-site electric, communications, water, sewer, and gas distribution and/or collection lines that will tie into utilities being constructed to the project site by others. It is anticipated that construction of the phase 2 building will overlap Phase 1 construction by approximately 180 days.

Refer to sequencing plans for additional information and subsection 1.7.3 PROJECT PHASING AND PERFORMANCE PERIOD for durations. During the period of potential overlap the Phase 1 contractor will retain the Right of Way for shared access to the project site, however coordination will be required due to the single project entrance and common laydown areas.

SECTION 01 11 00.00 50 Page 1

1.3.2 Location

The work shall be located at the location to be specified by the Government within the Norfolk District Area of Operations. The exact location will be shown by the Contracting Officer.

1.4 PERSONNEL RESTRICTIONS

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Facility which pertain to personnel. The Contractor shall erect fences and signs as specified and be responsible for the restrictions of all personnel. The Contractor's plans for restricting personnel access to the project site shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan). Facility access shall be restricted. Contractor shall comply with current security requirements. All vehicles shall be registered with the military police. Reference Special Requirements clauses for additional information on personnel restrictions specific to this project.

1.5 CONTROL OF CONTRACT DRAWINGS, SPECIFICATIONS AND DOCUMENTATION

The requirements for the handling of all program material are included in paragraph: Document Control Procedures in the SCSP and are augmented as follows:

The contract drawings, specifications, and documentation are "Property of the United States Government" and "FOR OFFICIAL USE ONLY". All drawings, specifications, and documentation including any copies made or provided to Sub-contractors must be returned as part of the contract closeout or destroyed. A letter certifying the return or destruction of these materials must be forwarded to the USACE Contracting Officer and Headquarters Security Division within 30 calendar days of contract closeout.

Any company requesting documentation must:

a. Be a wholly owned and operated US company.

b. Have an established requirement for the information.

c. Maintain accurate records, subject to US Government review, of company personnel having access to this documentation.

d. Any person who has access to these drawings, documentation, and/or prints, or to controlled spaces, facilities, or infrastructure must be a United States citizen.

e. All documentation concerning this project remains the property of the United States Government. All materials associated with this project, whether electronic or paper format, must be imprinted with the following on the top of each page:

Property of the United States Government For Official Use Only

f. The following paragraph must be included on the cover page of the information (such as the cover page for a set of drawings and the cover page for a set of specifications) and on the label of all magnetic media.

(Edit label for particular media):

Property of the United States Government Copying, Dissemination, or Distribution of these Drawings or Specifications to any Unauthorized Person is Prohibited

g. All subcontractors must also abide by the aforementioned policies.

h. All documentation provided by the Government is for official use only (FOUO) and is accountable. It is non-releasable. Duplicate copies may not

SECTION 01 11 00.00 50 Page 2 be made. All necessary copies will be requested from and provided by the Government. All requested copies must be returned at the end of the contract or upon request of the Government. A written testament by a designated company official must accompany all returned documentation certifying all copies were returned.

1.6 TRANSPORTATION FACILITIES

The Facility is served by an all weather surfaced road network and training road trails which are all deemed to be weight rated for road legal vehicles by the installation's Civil Engineering Division. Road(s) within the Facility and vicinity of the site are for construction activities such as materials delivery and hauling proposed to be used by the Contractor.

These roads shall be subject to prior approval of the Facility authorities and such roads, if used, shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use.

Maintenance of the roads shall be continuous throughout the duration of the project. Conditions of the roads shall be maintained in the original condition for the entire duration. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges (such as temporary causeway for construction of the taxiway bridge) as may be necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition. All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor.

1.6.1 Use of Roads

Hard-surfaced roads from major and primary municipal roads serve the Facility. The movement of all vehicles within the Facility shall be confined to the roads designated in the plans or as approved by the Contracting Officer and shall comply with traffic regulations within the Facility. The Contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Facility speed limits and traffic controls shall be observed.

Trails and training roads paved with aggregate link the construction site to hard surfaced roads. Aggregrate surfaces shall be maintained in a manner where they can be used by military training vehicles throughout the construction period. Closure of roads for construction purposes shall only occur if a schedule for such closure is submitted and approved in advance by the Contracting Officer as outlined in Section 01 50 00 Paragraph 3.5.

1.6.2 Road Restrictions

The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. Other roads may be used only with the approval of the CO.

1.6.3 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

SECTION 01 11 00.00 50 Page 3

1.7 SPECIAL CONTRACTOR REQUIREMENTS

1.7.1 NOTIFICATION OF WORK IN DOMINION VIRGINIA POWER (DVP) ZONE

It shall be the responsibility of the Contractor to submit a "Notification of Work" form prior to performance of work that may come into contact with electrical distribution system components within DVP's zone of responsibility. Submission shall be required a minimum of 48 hours in advance of the scheduled work. DVP's zone of responsibility is defined as all primary lines (600 volts and above) and down to the first point of positive disconnection past the distribution transformer reducing the supply voltage below 600 volts. Provide copies of this notification to the COR, DVP Regional Operation Center (ROC)-757-857-2633(fax), DVP Kenneth Schutz-703-359-3210(fax) and the designated representative for the installation.

1.7.2 COORDINATION IN WORK AREAS

1.7.2.1 Occupied Work Area - Airfield Vicinity

The area where work is to be accomplished within vicinity of the airfieldwill be occupied during the work. Activities of the occupants of the scheduled work area shall not be interrupted or hampered in any way without prior written approval of the Contracting Officer and shall be subject to coordination and notification and approval requirements as specified by the Contracting Officer. It is expected than any closure or limitation of the operation of the airfield shall generally occur when the airfield is closed which would typically occur during nighttime hours.

1.7.2.2 Unoccupied Work Area - Main Development Site

The area where the Contractor is scheduled to perform the work for the main development site will not be occupied during the work, however, the Contractors work activities may affect other area(s) that are occupied. All work shall be in accordance with the approved Contractor's work plan.

1.7.2.3 Maintenance of Utilities

Any active utilities, including but not limited to electricity, gas, communications, water, sanitary sewer, storm sewer, heating, air conditioning, or any like service, that will require interruption or replacement in any occupied area affected as a result of the Contractors scheduled work activities, shall be temporarily provided by the Contractor at his own expense until the affected service is fully and permanently restored. All temporary method(s) of service replacement the Contractor proposes for use on this contract shall be approved by the CO prior to commencing the work.

1.7.2.4 Hours of Work

The normal work hours for construction shall be permitted to occur between 7AM and 7PM, Monday through Saturday, unless as established and approved by the Contracting Officer in the Contractor's Project Schedule. Any request to change these hours shall be made in writing to the Contracting Officer at least two calendar days prior to the desired day on which the change is to go into effect. The changed hours shall not go into effect until written permission has been received from the Contracting Officer.

SECTION 01 11 00.00 50 Page 4

Stage 7 work shall be accomplished during nightime runway closure period between the hours of 10 pm local time and 6 am local time. All construction equipment used during nighttime work operations must be returned to the contractors staging area prior to the runway opening at 6

am. All work areas must be returned to grading conditions described for work within the Zone of Frangibility prior to runway opening. The contractor shall perform cleanup and sweeping operation prior to turnover of the work area each morning. The COR and Airfield manager will perform and inspection of the work area no later than 5:30 am to ensure FOD removal.

1.7.2.5 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to contact Miss Utility, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7110 for locating commercial utilities 48 hours prior to digging operations.

1.7.2.6 Digging Permits

Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with installation and local requirements, at no additional cost to the Government.

"Clearance Permits for Digging', must be obtained before doing any work on Facility. The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit,which may be necessary to accomplish his work.

1.7.2.7 Personnel Escort

An authorized Contractor representative must escort all personnel attempting to obtain a badge to Security. The representative shall sign documentation that the employee meets Security criteria and is suitable for a badge to be issued.

1.7.3 PROJECT PHASING AND PERFORMANCE PERIOD

The Contractor shall complete the work within the duration specified in Contract. The Contractor shall be required to phase the work such that the following schedule durations are met as described below and as shown on the plans. The performance period for the contract is 660 days from Notice to proceed (NTP). Reference item d. below for areas of early acceptance to be completed within 480 days from NTP.

a. The new Urban Assault Course Station #2 replacement facility and the Covered Bleacher Enclosure/Storage Shed relocation or reconstruction project shall be completed prior to demolition of the existing training facilities.

b. The Training Road Turnaround project element shall be completed prior to use of Training Road TA-28 and closure of the training road parallel to the airfield fence for use by the Contractor

c. Work on the taxiway connection from the new apron to the existing runway shall be phased to limit construction activity inside the airfield fenceline and minimize disruption of airfield

SECTION 01 11 00.00 50 Page 5 operations. Existing airfield fence shall remain until taxiway bridge structure and new aircraft apron south of the fenceline is suitable for use by aircraft unless otherwise approved by the Contracting Officer. Taxiway shall be designated as closed to traffic once the final connection to the airfield has been made until such time as the Government has accepted occupancy of the site.

d. Work within the future Phase 2 building footprint and Phase 2 laydown areas shall be completed within 480 days from NTP.

1.7.4 STRUCTURAL DRAWING DIMENSIONS

The building layout, including both horizontal and vertical dimensions, is shown on the Architectural sheets contained in the contract drawings.

The Contractor shall use the dimensions from the Architectural sheets to obtain dimensions for foundation layout and structural members as necessary to prepare all shop drawings and fabricate structural members. There may be some instances where the Contractor shall have to adjust actual dimensions to the submitted items that he will use, to finalize the location of a structural member. Any such adjustments shall be clearly identified on the submitted shop drawings for Government review.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract .

In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.8.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK AT PROJECT LOCATION

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

10 9 8 6 7 7 9 6 5 5 6 9

SECTION 01 11 00.00 50 Page 6

1.8.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.8.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract .

1.9 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer(CO)and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.10 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. 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.

1.11 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.

SECTION 01 11 00.00 50 Page 7

1.12 LOCATION OF UNDERGROUND UTILITIES

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.13 SALVAGE PLAN FOR MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged,including trees to be removed from the site identified by the Government as suitable for harvest,shall remain the property of the Government. It is expected that the Government will have cleared the site of harvestable timber stock prior to commencement of construction. Clearing and grubbing shall be the responsibility of the Contractor.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within the installation as designated and approved by the Contracting Officer.

Contractor shall maintain a property control salvage plan 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.

1.14 PHYSICAL DATA

The physical conditions indicated on the drawings and in the specifications are the result of site visits, and surveys and borings. See Drawings Sheets for boring logs and data.

1.15 SITE CONTAMINATION

No contaminated soils were found on the site during investigations performed as part of an Environmental Assessment (April 2014) prepared under the requirements of the National Environmental Policy Act.

1.15.1 Contamination Removal

In the event that contamination beyond that shown or specified is encountered, the Contracting Officer shall be advised immediately. The contamination shall be removed as directed and replaced with satisfactory material. Payment therefore will be made in conformance with the CHANGES clause of the CONTRACT CLAUSES.

1.15.2 Compliance Requirements

The Contractor shall comply with applicable Federal, state and local laws, codes, ordinances and regulations (including the obtaining of licenses and permits) in connection with any hazardous material, substance or waste.

SECTION 01 11 00.00 50 Page 8

1.15.3 Requirements

The requirements of this clause and any act or failure to act by the Government shall not relieve the Contractor of any responsibility or liability for the safety of Government, Contractor or subcontractor personnel or property.

1.16 WORK IN QUARANTINED AREA

The work called for by this contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues at the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, if this contract involves the identification, shipping, storage, testing, or disposal of soils from such a quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5 and attachments, a copy of which will be made available by the Contracting Officer upon request.

The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.17 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.18 EQUIPMENT-IN-PLACE LIST:

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

SECTION 01 11 00.00 50 Page 9

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

1.19 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.19.1 Allowable Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

1.19.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.19.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.19.4 Marine Equipment

In determining the ownership expense for marine equipment as described in the Schedule, the average use per year shall be 8 months.

SECTION 01 11 00.00 50 Page 10

1.20 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.21 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

1.22 PURCHASE ORDERS

To ensure proper expediting of orders the Contractor and his subcontractors shall furnish to the Contracting Officer, one copy of each purchase order covering supplies or services required for performance of the work. Each purchase order shall clearly indicate the date of placement, the date delivery is required in order to avoid delay in the scheduled progress of the work, and the date delivery is promised by the supplier or producer.

Copies of purchase orders shall be forwarded on the date issued.

1.23 PROFIT

1.23.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

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1.23.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

1.23.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.23.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

1.23.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.23.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.23.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.23.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

1.23.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

SECTION 01 11 00.00 50 Page 12

1.24 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.00 50 Page 13

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.

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Felker Army Airfield will remain in operation during the entire construction period for daytime operations. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

Construction work adjacent to operational runways and taxiways will be subject to the following restrictions:

The contractor must utilize his machinery and equipment so that aircraft and airfield vehicles using the airfield or service roads will not be subjected to the hazards of construction operations. Materials and equipment will not be permitted to be parked or staged on any Airfield pavements, in areas of extended closures of Runway pavements, vehicles and materials are not permitted to be parked or staged within the safety area of the closed pavements. However, in the event of larger pieces of construction equipment (such as large earth moving machines, drilling rigs, or paving equipment) which cannot be readily moved, these may be permitted to be parked on closed pavements provided prior approval is received from the COR. All equipment will be required to have highway Type A barricades placed at the four corners of each piece of equipment and a minimum of one light wagon to illuminate the area. Light wagons are to be positioned so they do not impair sight of pilots taxiing aircraft of the air traffic control tower.

At no time will any construction vehicle or equipment be parked or staged within the Zone of Frangibility (250 feet from runway centerline).

The contractor must install, label and maintain temporary safety fences to delineate the Zone of Frangibility and other controlling critical area delineations as depicted on the contract drawings. Safety fence must be placed one foot outside the area being delineated. The safety fences must not become Foreign Object Debris (FOD). All temporary safety fencing within the Zone of Frangibility cannot exceed 18 inches in height. Safety fence to delineate the outer limits of Zone of Frangibility can be 36 inches in height.

SECTION 01 14 00 Page 1

Contractor must maintain all fence lines in good condition at all times. Any ripped, damaged or knocked down fence lines must be immediately repaired or replaced.

The contractor cannot cross any active runway or taxiway under any circumstances unless under the escort by the Airfield manager. The Contractor shall factor in the planning of the work that access to certain contract areas may be limited and/or refused for limited periods of time.

All Runway or Taxiway closures and navigational aid impacts must be coordinated though the COR prior to the start of work.

The contractor must have a sufficient number of operational vacuum power sweepers and operators on the job site at all times. The COR will determine the adequacy and number of sweepers required.

The Contractor will submit FAA FORM 7460-1 , Notice of proposed Construction or alteration including all heights and locations of anticipated equipment and materials to be used for construction. Any modifications to the 460-1 must obtain FAA approval prior to beginning construction.

No requirements of this contract with respect to precautions required or omitted will be deemed to limit or impair any obligations assumed by the contractor under or in connection with this contract and the contractor must at all times maintain adequate protection to safeguard aircraft, the public, and all persons engaged in the work and must take such precautions as will accomplish such end, without interference to aircraft, the public or maintenance and operations of the airfield.

Open trenches or excavations are not permitted within the Zone of Frangibility while the runway or taxiway is open. Backfill trenches before the runway or taxiway is opened or re-opened. If the runway or taxiway must be opened before excavations are backfilled, cover the excavations appropriately. Covering must be designed and certified by a licensed engineer in the state of Virginia to allow the safe operation of the most demanding aircraft operating of the runway or taxiway across the trench without damage to the aircraft.

Maximum drop off of one and a half inches will be allowed from a runway pavement edge. Full depth trenches and excavations outside of the Zone of Frangibility may exceed 3 inches subject to the approval of the COR and must be provided with appropriate safety delineation marking through barricades and lighting. Barricades to protect excavations within the Zone of Frangibility must be low profile. Low mass barricades and must not exceed 18 inches in height. Concrete barricades are not permitted within the Zone of Frangibility

All Heavy Equipment is required to have the 3 feet by 3 feet orange and white airfield safety flag mounted on the vehicle while operating on the airfield. Safety flags must be in good condition and visible. Is the contractors responsibility to replace worn or damaged flags.

No Haul routes may penetrate the Zone of Frangibility, when the Runway is open to air traffic operations.

The following are specific requirements for construction within the

SECTION 01 14 00 Page 2

Runway Zone of Frangibility:

No work is permitted when the runway is open.

When working within the Zone of Frangibility, the following restriction must be met at completion the of the scheduled work.

1. No excavations of any kind.

2. No elevation changes of more than 1.5 inches

3. No standing or ponding water.

4. All structures are graded to surrounding ground elevations.

5. Grade changes or slopes in the zone cannot exceed 5%.

FAR Part 77 requirements related to Crane Operations.

A. All crane locations on the jobsite require submittal of an FAA 7460-1 Airspace Study to FAA.

B. Use of a crane at a specific location requires a minimum 5 day notice to the COR to allow for flight data NOTAM requirements and notifications.

C. All Crane operations are to be coordinated with the COR and Airfield Manager on a daily basis.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Refer to Section 01 30 00.00 50 ADMINISTRATIVE REQUIREMENTS FOR NORFOLK DISTRICT PROJECTS for additional security requirements. 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.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Obtain access to the installation by participating in the Navy Commercial Access Control System (NCACS), or by obtaining passes each day from the Base Pass and Identification Office. Costs for obtaining passes through the NCACS are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge.

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/portal/site/uscis by searching or selecting Employment Verification (Form I-9) . Immediately report instances of lost or stolen badges to the Contracting Officer.

a. NCACS Program: NCACS is a voluntary program in which Contractor personnel who enroll, and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the

SECTION 01 14 00 Page 3 contract, whichever is less, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued NCACS participation and installation access privileges. Under the NCACS program, no commercial vehicle inspection is required, other than for Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON).

Information on costs and requirements to participate and enroll in NCACS is available at http://www.rapidgate.com or by calling 1-877-727-4342. Contractors should be aware that the costs incurred to obtain NCACS credentials, or costs related to any means of access to a Navy Installation, are not reimbursable. Any time invested, or price(s) paid, for obtaining NCACS credentials will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

b. One-Day Passes: Participation in the NCACS is not mandatory, and if the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the NCACS.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations, 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 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.

Stage 7 work shall be accomplished during nightime runway closure period between the hours of 10 pm local time and 6 am local time. All construction equipment used during nighttime work operations must be returned to the contractors staging area prior to the runway opening at 6

am. all work areas must be returned to grading conditions described for work within the Zone of Frangibility prior to runway opening. The contractor shall perform cleanup and sweeping operation prior to turnover of the work area each morning. The COR and Airfield manager will perform and inspection of the work area no later than 5:30 am to ensure FOD removal. Late opening of the runway to air operations may result in penalties assessed against the contractor.

SECTION 01 14 00 Page 4

1.3.3 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, communications, electric service, air conditioning, heating, fire alarm, and compressed air, are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 5

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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-03 Product Data

Weight Certificates

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this…