SOW_Attachment_2_-_B200_Energy_Upgrades_Specifications.pdf

SPECIFICATIONS

FOR

DOVER AIR FORCE BASE

DELAWARE

B200 FJXT091076E3

B403 FJXT091076W2

B780 & B781 FJXT091076E1

April 12, 2013

Prepared By:

Dover AFB Energy Upgrades 100% Submittal

B780 & B781 FJXT091076E1 04/12/2013

PROJECT TABLE OF CONTENTS Page 1 of 3

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 01 GENERAL REQUIREMENTS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 14 10 SITE MANAGEMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 10 ENVIRONMENTAL SPECIFICATIONS

DIVISION 03 – CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 20 00 MASONRY

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

PROJECT TABLE OF CONTENTS Page 2 of 3

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 – FINISHES

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

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 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 23 00 REFRIGERANT PIPING

PROJECT TABLE OF CONTENTS Page 3 of 3

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 34 23.00 40 HVAC POWER VENTILATORS

23 36 00.00 40 AIR TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLES

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

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

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

23 82 19.00 40 FAN OIL UNITS

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 60 13.00 40 LOW-VOLTAGE MOTORS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 – EARTHWORK

31 25 10 SEDIMENT AND ERROSION CONTROL

31 25 10a SEDIMENT AND ERROSION CONTROL PLAN NOTES

Buildings 200, 403, 780, 781 04/14/2013

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Designated ORNL Representative:

Utility Outage Requests Utility Connection Requests Borrow Permits Excavation Permits Welding Permits Burning Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project involves supporting the energy upgrades to building 600 at Dover Air Force Base, Dover, DE. The work includes the selective demolition, building envelope improvements, mechanical system upgrades, plumbing fixture replacements, and associated electrical work.

Improvements include replacement of the building chiller, air handling unit, variable volume air terminal units, computer room air conditioning unit and temperature controls. System enhancements include additional return air ducting and variable speed pumping for the heating water system.

1.2.2 Location

The work shall be located at the Dover Air Force Base, Dover, DE 19901.

1.3 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Designated ORNL Representative. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

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

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

c. Use environmentally preferable products and decrease toxicity level of

SECTION 01 11 00 Page 1 materials used.

d. Use renewable energy and material resources.

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

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

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

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

1.4 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 Designated ORNL Representative a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Designated ORNL Representative.

At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

Notify the Designated ORNL Representative at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or

SECTION 01 11 00 Page 2 on weekends.

Designated ORNL Representative may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Designated ORNL Representative at least 14 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6.2 Borrow, Excavation, Welding, and Burning Permits

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.7 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Designated ORNL Representative 15 calendar days in advance. Scan the construction site with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures 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. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Designated ORNL Representative at least 15 days prior to starting excavation work. Contact Miss Utility 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by Miss Utility.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Designated ORNL Representative to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within 10 miles of the construction site.

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

PART 2 PRODUCTS

Not used.

SECTION 01 11 00 Page 3

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

01 11 10

DOVER AFB GENERAL REQUIREMENTS

1.1 SUMMARY OF WORK: Furnish all plant, equipment, supervision, labor, supplies, services, and materials required to accomplish the work indicated in these specifications, the related drawings and as otherwise set forth in the contract.

1.2 SUMMARY OF PROJECT: The project consists essentially of, but is not limited to

(Note to Specifier: Edit accordingly with general scope of work items.)

1.3 WORK SCHEDULE:

1.3.1 Work shall be performed between 7:30 A.M. and 4:30 P.M. daily, Monday through Friday, excluding federal legal holidays as outlined by Public Law Number 98-144 (or days not worked on Dover Air Force Base due to the observance of such holidays). Unless otherwise specifically authorized herein or in writing by the Contracting Officer, the scheduling of work for times other than as set forth above, is not permitted.

1.4 DOVER AIR FORCE BASE PERMITS

1.4.1 AF Form 103 “Work Clearance Request”. Approval is required to be obtained from the Government prior to initiating any ground disturbing activity on the site. The contractor shall follow the procedure as indicated below.

1.4.1.1 The contractor shall submit to the Government Inspector the Work Clearance Request no earlier than 10 and no later than 7 working days prior to any proposed ground disturbing activity. The contractor shall obtain from the Government Inspector a blank copy of the Work Clearance Request and shall complete the form with the necessary information.

1.4.1.2 The contractor shall contact Miss Utility and obtain a Miss Utility Ticket Number and include that information on the submitted form. The Government Inspector will provide the contractor with the Miss Utility grid map page number, grid coordinates, and nearest intersection information.

NOTE: It is the responsibility of the contractor to coordinate with, and obtain clearance from, Miss Utility (phone 1-800-282-8555) for utility services not owned by Dover AFB (i.e. Chesapeake Utility’s steel gas lines, Verizon communication lines, Comcast Cablevision lines, and Kent County sanitary sewer lines). Call Miss Utility prior to submitting the request to the Government Inspector. Adequately describe the exact location and type of excavation work involved to Miss Utility in lieu of, perhaps, just the job title. The Government process makes this communication solely the responsibility of the contractor.

1.4.1.3 The contractor shall submit the completed form to the Government Inspector for processing within Base Civil Engineering for Government owned utilities. The contractor shall return the completed form along with an 8.5” x 11” site map showing limits of proposed excavation and the surrounding existing facilities to the Government Inspector. The Government Inspector will notify the contractor when the Work Clearance Request has been approved and is ready to be picked-up.

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1.4.1.4 The contractor shall mark proposed excavation locations in the field in white paint prior to submission of the Work Clearance Request. Paint markings must be within 18 inches of the proposed excavation. If the location of excavation changes the Work Clearance Request process for the new locations must be reaccomplished and reapproved. The contractor is responsible for protecting the utility markings made by the Government and/or Miss Utility. If the utility markings disappear or become unreadable, all work will stop until all remarking has been accomplished. Remarking may require collection of remarking cost to be paid by the contractor. A new Work Clearance Request must be processed to obtain new markings. The contractor may wish to submit Work Clearance Requests incrementally depending upon the extent of site work in order to avoid having to resubmit or maintain multiple markings. Dover Air Force Base issued Work Clearance Requests will expire 30 days after approval. Contractor shall comply with all Miss Utility permit renewal requirements.

1.4.1.5 The contractor shall be responsible for hand digging within 24 inches of either side of Government marked utilitiy lines. In the event any damage occurs to a utility, notify the Government Inspector immediately.

1.4.2 Utility Outages and Road Closures. Approval is required to be obtained from the Government prior to initiating any utility outage, road or lane closure, or parking lot closure in accordance with a previously arranged schedule. The Contractor is responsible for notifying the Base Civil Engineer at least 21 days in advance of the intended outage or closure. For road or lane closures submit proposed temporary traffic control design for approval prior to the closure. Temporary traffic control design including signs and devices for road and lane closures shall be provided in accordance with the requirements of the Federal Highway Administration “Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD)”, latest edition.

1.4.3 Crane Permits. Approval is required to be obtained from the Government prior to erecting any crane. The Contractor is responsible for notifying the Base Civil Engineer at least 60 days in advance of the intended dates of crane usage. Notification will include the maximum crane height, crane location(s), and proposed starting and ending dates of crane use. Dover AFB will submit and obtain approval from the appropriate approval authorities. The Contractor shall comply with all reqirements of the approved crane permit.

1.4.4 Burn Permits. Prior to any soldering, brazing, torch cutting, and welding, the contractor must obtain a signed AF Form 592, USAF Welding, Cutting, or Blazing Permit, from the Dover AFB Fire Department, Technical Services Element. When any of these activities take place in or near a combustible facility or materials, the contractor shall prepare and submit a fire protection plan for approval. The approved plan shall be in place prior to proceeding with the work. If any fire detection or suppression system devices need to be disabled, the contractor shall coordinate with the Government and schedule the disabling of the devices by the Base Civil Engineer (BCE), and shall notify the Government upon completion of the work to have the BCE place the system back into service. A fire watch must be present when life safety systems are disabled.

1.4.5 Radioactive material Access Requirements. Contractor use of radioactive material on Dover AFB must be approved in advance. The contractor shall not store radioactive material on Dover AFB. The contractor shall remove radioactive material from Dover AFB each day. The 436 AMDS/SGPB Bioenvironmental Engineering is the Dover AFB Radioactive Material Access Authority. At least 30 days in advance of material being brought onto Dover AFB, the contractor shall submit the following information to the Base Contracting Officer for approval by the Base Radiation Protection Officer.

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Dover AFB Radioactive Material Access Authority

436 AMDS Bioenvironmental Engineering

(302) 677-2595; email: 436 AMDS/SGPB@dover.af.mil

(Effective 1 Aug 2010)

1) Government Project Number or Contract Number:

Copy of contract clause w/description of work to be conducted:

Government Agency: (authorizing work i.e. Corp of Engineers):

Agency Point of Contact Name:

Point of Contact Phone Number:

Point of Contact Email Address:

2) Primary Contractor Name

Point of Contact Name:

Point of Contact Phone Number:

Point of Contact Email Address:

3) Sub-contractor Name

Point of Contact Name:

Point of Contact Phone Number:

Point of Contact Email Address:

4) Dates of Project/description:

5) Location of project: (i.e. location area, building number)

6) Copy of Nuclear Regulatory Commission (NRC) Permit or

State Radioactive Material License with NRC form 241, "Report of Proposed Activities in Non-Agreement States, Areas of Exclusive Federal Jurisdiction, or Offshore Waters".

7) Item name and bill of lading for transportation (i.e. Troxler model and serial number)

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8) Copy of current swipe sample results

9) Copy of all personnel training certificates

1.5 KENT COUNTY SEWER PERMIT

1.5.1 The sanitary sewer collection and local transmission system on Dover Air Force Base is owned and maintained by Kent County, Delaware. All work, as shown on the contract drawings and required by the contract specifications, associated with the sanitary sewer collection and local transmission system is subject to permitting and inspection by the Kent County Public Works Department (Department) in accordance with Kent County Code, Chapters 128 and 180, as amended, and will be conducted in accordance with the related Department sewer construction permit. Through agreement between the Department and Dover Air Force Base, this project is exempt from an Impact Fee, however an Inspection Fee of $325 is required by the Department.

1.5.2 The contractor shall obtain a Sewer Permit for all new construction or a Sewer Abandonment Permit for all demolition work associated with the sanitary sewer collection and local transmission system, as applicable, from the Department (302-744-2430). The contractor shall submit to the Department the necessary application documents and make payment of required fees in order to obtain the necessary permits associated with the connection, modification, abandonment, or demolition of the sanitary sewer collection and local transmission system, in accordance with Kent County Code, Chapter 128 and 180, as amended.

1.5.3 The contractor shall submit copies of the obtained permits to the Contracting Officer for approval.

No construction activities on the sanitary sewer collection and local transmission system shall be performed by the contractor until the necessary permits have been obtained by the contractor and submitted to the Government for approval.

1.5.4 The contractor shall make all notifications to the Department as required by the County’s permit regarding required inspections of the work by the Department.

1.5.5 The Contractor shall notify the Government Inspector a minimum of 24 hours in advance of all work on the sanitary sewer collection and local transmission system. This is a Mandatory Verification contract requirement as required by the respective contract schedule.

1.5 WORK CONDITIONS: The work to be performed under this project will be on an (unoccupied) occupied facility.

(Note to Specifier: Edit accordingly.)

1.6 FIRE PROTECTION DURING CONSTRUCTION: During the performance of on-site construction activities, the contractor shall comply with all requirements of the Army Corps of Engineering Manual (EM), EM 385-1-1, “Safety and Health Requirements Manual”, NFPA 241 “Safeguarding Construction, Alteration, and Demolition Operations”, NFPA 1 Chapter 16 Safeguards During Building Construction, Alteration, and Demolition Operations, Dover Air Force Base Instruction DAFBI 32-2001, and all Air Force, AMC, OSHA, CFR, regulations and directives.

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1.6.1 Supervisors shall brief all personnel under their direction on fire prevention practices in accordance with the above documents.

1.6.2 The supervisor shall attend a contractor’s briefing on fire safety prior to any work. This is normally conducted at the pre-construction meeting.

1.6.3 Post fire reporting procedures and emergency phone numbers in a conspicuous location.

1.7 QUALITY CONTROL:

1.7.1 In addition to the requirements specified in the FAR clause "Inspection of Construction", the Contractor shall designate in writing, an individual responsible for managing the Contractor's inspection program. Such designation shall be made to the Contracting Officer prior to commencement of work on the job site.

1.7.2 The Government will require that work progress in stages when verification of the quantity, adequacy and/or accuracy of underlying work is necessary before follow-on work is allowed to start.

When required by these specifications, such verifications shall be mandatory, and an allowance for these verifications shall be made in the Contractor's Contract Progress Schedule. The Contractor shall provide notification that work is ready for verification in accordance with the requirements outlined on the Mandatory Verification Schedule. Required mandatory verifications are as listed by the schedule.

1.8 ADVANCE NOTIFICATION: It is required that the Contractor provide at least a 24 hour advance notification to establish when on-site work will start initially, and prior to restarting on-site work following any discontinuances lasting longer than five normal workdays. Notification may be provided by phone, in person, or in writing, and shall be given directly to the designated Government Inspector, Building 600 on Dover Air Force Base. The mailing address is 436 CES/CEPM, 600 Chevron Ave, Dover AFB, DE, 19902-5600.

1.9 MANUFACTURER'S INSTALLATION INSTRUCTIONS: Manufacturer's instructions pertaining to the use or installation of products, materials, or equipment used or installed in the prosecution of work under this contract, whether furnished as a normal, usual or customary practice of the manufacturer or if furnished in response to a requirement stipulated herein, form a part of these specifications as though specifically set forth herein. In the event of conflict between the specifications or drawings and manufacturers' instructions, the Contractor shall bring such conflict to the attention of the Contracting Officer for resolution before proceeding with the work involved.

1.10 SECURITY

1.10.1 General:

1.10.1.1 All personnel employed by the contractor in the performance of this contract, or any representative of the contractor entering the governmental installation shall abide by all security instructions and directives of Dover AFB. Employees are responsible for safeguarding all government property provided for contractor use.

1.10.1.2 At the close for each work period, government facilities, equipment and materials shall be secured, lights, heat and water turned off and all doors and window secured.

1.10.1.3 The contractor and, as applicable, subcontractor shall not employ persons for work on this contract if such employee is identified as a potential threat to the health, safety, security, general well

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being or operational mission of the installation and its population, nor shall the contractor or subcontractor employ persons under this contract who have an outstanding criminal warrant as identified during the Criminal Background Investigation (CBI).

1.10.1.4 Contractors shall ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Employees and subcontractors later found to be undocumented or illegal aliens will be remanded to the proper authorities.

1.10.1.5 The contractor shall not be entitled to any compensation for delays or expenses associated with complying with the provisions of this clause. Furthermore, nothing in this clause shall excuse the contractor from proceeding with the contract as required.

1.10.1.6 All contractors and subcontractors when working in a Controlled, Restricted or other sensitive areas must be escorted at all times. The military agency or unit responsible for the project or work is responsible for providing the escorts. The Contractor shall follow existing procedures and instructions for obtaining entrance to restricted or controlled areas.

1.10.2 Contractor Badge Policies:

1.10.2.1 All requests for contractor badges will be submitted through the Base Contracting Squadron Office and/or the requesting agencies Base point of contact. The contractor must provide the name, date of birth, Social Secutiry number, driver’s liscense number and state of issue, for each individual requesting a contractor badge. The Contracting Squadron Office or Base point of contact will then fill out an Operational Risk Management Assessment Form (ORM) for the requesting agency and submit it to the Pass and Registrations section for approval IAW DAFBI 31-101. As a minimum the ORM will be submitted 72-hours prior to the requested date of employment.

1.10.2.2 All contactor employees who’ll be granted unescorted access to the installation are required to consent to a Criminal Background Investigation (CBI) prior to being granted entry to the installation.

Continued employment is contingent upon successful completion and favorable reporting of the criminal background check.

1.10.2.3 For contractor personnel safety the badge does not need to be physically displayed, however it must be on the contractor’s person (i.e. wallet or pocket) in the event of an emergency or a change in Force Protection and immediate accountability of personnel is required.

1.10.2.4 Contractor badges will be issued for a maximum period of one year. Prior to reissuing new badges, all old badges must be returned to Pass and Registration for destruction. Also before a new badge will be issued an ORM must be resubmitted to the Pass and Registration section for approval again. In the event a badge is lost or stolen, the badge holder must accomplish the Loss/Theft of Identification Worksheet and provide it to his/her supervisor. The supervisor of the contractor will investigate the loss and report in writing the circumstances in which the badge was lost to the 436th Contracting Squadron and 436th Security Forces Squadron and submit a new request for badge renewal per paragraph 1.9.2.1. before a new badge can be reissued.

1.10.2.5 Base Contracting Office or base point of contact will immediately notify Security Forces, Pass and Registration when a contractor’s employment has been terminated. The Agency Chief or Site Supervisors are responsible for notifying and returning the contractor’s badge to Pass and Registration when this occurs. At no time will a contractor contact Security Forces directly regarding badge denial;

they need to contact the Contracting Squadron.

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1.10.3 Installation Access:

1.10.3.1 The contractor shall obtain personal contractor identification badges for all employees and vehicle passes for all contractor and personal vehicles requiring entry onto Dover AFB from Pass and Registration, for the duration of the contract. Employees are only permitted to enter the installation during the date and time periods indicted on their contractor badge.

1.10.3.2 Vehicle registration, proof of insurance and a valid driver’s license must be presented for all vehicles while operating on the installation. All vehicles entering the installation or sensitive areas are subject to search. Any refusal or non consent by an employee will result in termination of their Base access and immediate confiscation of this access badge.

1.10.3.3 During Force Protection Condition (FPCON) Normal and Alpha, personnel without Base issued badges must be sponsored onto the installation.

1.10.3.4 During FPCON Bravo, Charlie and Delta, personnel without base issued identification shall be physically escorted onto the installation.

1.10.3.5 During Higher FPCONs (Charlie and Delta) the Base will curtail non-essential operations/functions; access by Non-Essential Contractors will be suspended at the direction of the Installation Commander.

1.11 COORDINATION OF WORK: The Contractor shall coordinate the work of subcontractors and shall ensure the coordination of the work between the various trades. In many instances the contract drawings indicate only the general location and arrangement of equipment, fixtures, piping, conduit, or outlets and may not in all cases show, identify or detail all materials or components that are necessary, usual and customary for proper installation, connection or attachment. The Contractor shall study, examine and evaluate the contract drawings to establish the work, coordination, or materials required and necessary to provide a product complete in the usual and customary manner, and shall provide for all such requirements as though expressly detailed herein or on the drawings.

1.12 AS-BUILT DRAWINGS: The Contractor shall maintain and keep current one set of drawings which shall be annotated in red pencil to show all as-built construction. These as-built drawings shall be submitted to the Contracting Officer at Final Inspection. The as-built drawings shall clearly and accurately depict any deviations or changes to both existing and new construction from that which is indicated on the construction drawings.

1.12.1 As-Built Data: The Contractor shall also enter specific as-built data in the designated information blocks provided adjacent to various equipment or other items on the drawings. This as-built data may include information such as manufacturer's name, model, size, horsepower etc., of the equipment physically installed under the project, or elevations and locations of underground utilities.

1.12.2 Government Review: Time allowed for Government review of the as-built drawings will be, exclusive of day of receipt by the Contracting Officer and the day of return, 10 working days.

Government comments and reasons in the event of disapproval will be in writing.

1.13 TEMPORARY UTILITY CONNECTIONS AND CHARGES: As outlined in FAR Clause 52.236-14 “Availability and Use of Utility Services”, the Government will make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies. Electric and gas utility service for contractor-furnished office/storage facilities and for actual construction activities will

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be charged to the contractor at prevailing rates prescribed by the FAR and Air Force regulation. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of each utility used for the purpose of determining charges. The cost of water utility service will not be charged to the contractor.

1.13.1 For temporary electric service, the contractor shall provide all necessary, cable, transformers, hardware, miscellaneous items and all labor necessary to obtain service from the nearest electric source.

The Government will make the final connection to the electric source.

1.13.2 For temporary water service, the contractor shall not connect to any fire hydrant on Dover Air Force Base without prior authorization from the Contracting Officer or designated representative.

Tampering with a fire hydrant on Dover Air Force Base is a federal offense per US CODE Title 42, Section 300i-1.

1.13.2.1 When authorized to obtain water from a fire hydrant for construction or other purposes, the contractor shall provide and install a connection assembly consisting of a ASSE (American Society of Sanitary Engineering) approved backflow prevention device and a throttling device. The assembly shall be connected only to the fire hydrant 2-1/2 outlet nozzle. Prior to use, the fire hydrant connection assembly must be inspected and tested by DAFB Base Civil Engineer personnel to insure proper installation and function. Regardless of the intended use, under no circumstance shall the contractor use a fire hydrant without an attached and approved connection assembly.

1.13.2.2 Contractor personnel authorized by DAFB will be permitted to open and close the main operating nut of fire hydrants. Only appropriate hydrant wrenches specifically designed for the hydrant operating nut will be used. Fire hydrants will be opened completely to prevent weep holes located in the hydrant boot from discharging and undermining the hydrant foundation. Fire hydrant main operating nut shall not be used to throttle the water pressure of volume. When contractor use of a fire hydrant will exceed one hour the hydrant number located on the hydrant barrel shall be forwarded to the DAFB Base Civil Engineer to notify the Base Fire Department of the service status.

1.13.2.3 Operation of a fire hydrant during freezing temperatures may cause damage to the hydrant.

During freezing temperature conditions the contractor shall make necessary provisions to prevent the hydrant barrel and attached backflow prevention/meter assembly from freezing and causing damage to the hydrant.

1.13.2.4 Damaged fire hydrants resulting from contractor abuse or failure to comply with these requirements shall be repaired or replaced at the contractor’s expense.

1.13.3 The contractor shall provide billing information to the project inspector who will prepare a Contractor Utility Connection Worksheet for the contractor’s signature which will serve as the source document for billing of utility service. At the completion of the project a Contractor Utility Disconnection Worksheet will be processed in a similar manner to terminate billing for utility service.

Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

1.13.4 Contractor is responsible for all costs associated with telephone service. Telephone service will not be Government furnished.

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1.14 AS-BUILT UTILITY LOCATIONS: The contractor shall coordinate with the Government Inspector as underground utilities are being installed to permit the Government to survey the installed locations prior to the contractor’s backfilling operations. A minimum 24 hour advance notification is required.

1.15 REFERENCED PUBLICATIONS:

1.15.1 Specifications: The document titled "Delaware Standard Specifications, Specifications for Road and Bridge Construction" and “Supplemental Specifications” (latest editions as of the date of this contract), hereinafter referred to as the Standard Specifications, shall govern the work performed as required by this specification or as shown on the drawings, and form a part of this specification or the drawings to the extent indicated by the references thereto. For the purposes of this project, all references to the "Director", "Inspector", or "Engineer" in the Standard Specifications shall be construed to mean "Contracting Officer". In the event of conflict between this specification or the drawings and the Standard Specifications, this specification or the drawings shall govern.

1.15.2 Standards: The document titled "Delaware Erosion and Sediment Control Handbook" (available on-line), hereinafter referred to as the Delaware Handbook, shall govern the work performed as required by this specification or as shown on the drawings, and form a part of this specification or the drawings to the extent indicated by the references thereto. In the event of conflict between this specification or the drawings and the Delaware Handbook, this specification or the drawings shall govern.

1.15.3 Drawings: The document titled "The State of Delaware Department of Transportation Standards" (latest edition as of the date of this contract), hereinafter referred to as the Standard Drawings, shall govern the work performed as required by this specification or as shown on the drawings, and form a part of this specification or the drawings to the extent indicated by the references thereto. In the event of conflict between this specification or the drawings and the Standard Drawings, this specification or the drawings shall govern.

END OF SECTION

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DOVER AFB SITE MANAGEMENT

PART 1 GENERAL

1.1 GENERAL

1.1.1 The appearance of construction sites at Dover Air Force Base is of paramount importance to the Commander of Dover Air Force Base. A clean and well kept construction site will help ensure proper compliance with the safety and environmental requirements of the contract. The management element of the Contractor’s performance rating will be affected by the compliance with this specification. The Contractor shall comply with all of the requirements specified herein and associated specification sections.

1.1.2 The Contractor is responsible for the collection and disposal of all debris, rubble, residue and waste material generated in the performance of work under this contract. All such materials shall be removed from Dover Air Force Base by the Contractor and disposed of in a State approved permitted landfill. The contractor shall recycle concrete, untreated wood and other demolition debris as required by Executive Order 13101 and other sections of this specification. The Contractor is not permitted to deposit any such materials in Base trash collection containers or at any on-Base location without prior approval of the Contracting Officer. The Contractor is responsible for remediating and/or reimbursing the Base for any spills caused by him, his personnel and/or his equipment.

1.2 SUBMITTALS: The following shall be submitted:

1.2.1 Site Layout Plan

Submit for approval a detailed scaled plan drawing showing the layout of the construction site prior to starting work. As a minimum the drawing shall include the locations of office and storage trailers, required utility connection points, equipment storage and material staging areas, construction entrance(s) including temporary stabilized construction entrance where required, contractor employee parking areas, temporary construction fence including placement of safety signs (i.e. hard hat area, etc.), and trash dumpsters and containers. The submittal shall also include photographs of the site prior to disturbance by the start of work.

1.2.2 Dust Control Plan

Submit a plan for controlling the accumulation of dirt, debris, and dust on roadways and other surfaces adjacent to the construction site. As a minimum the plan shall include the name of the contractor including a designated point of contact, equipment to be used for cleaning the streets of this material, and the measures to be taken to reduce transportation of mud onto adjacent roadways (i.e. rotating or replacing the stones in the temporary stabilized construction entrance to clean the truck tires).

PART 2 PRODUCTS

2.1 DUMPSTERS

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Dumpsters shall be free of graffiti, and be equipped with a securable cover. The cover shall be in place at all times except when trash is being deposited or removed.

2.2 TRASH CONTAINERS

Trash containers shall consist of 55 gallon drums, free of graffiti, and have "TRASH" printed in 10 inch high white lettering on the side of the container at two locations opposite each other. The Contractor shall provide a minimum of one trash container for each 10,000 square feet of construction area.

2.3 OFFICE/STORAGE TRAILERS/SITES

2.3.1 Contractor's office and storage trailers shall be in new or like new condition and be painted ICI Devoe/Glidden color Pastel tintbase: Formula #BLK 1P32 YOX 1P39 OXR19 “DAFB Eagle Feather Tan” or approved equal on the exterior. Each trailer shall have an emergency notification card (5 x 7 or 3 x 5) in a weatherproof holder affixed on the outside of the trailer near the entry door. The card shall indicate the name of the Contractor, and the name and telephone number of the point of contact for emergency notification. Provide trailer foundation skirting of either lattice or metal panel design.

Storage of materials and debris under the trailers is prohibited. The trailer shall be securely fastened to the ground with appropriate fastening devices to adequately brace the structure against hurricane force winds.

2.3.2 The contractor will be provided with storage sites as deemed necessary to support the construction.

The primary site is the construction site. The supplemental site, if needed, may not be in close proximity to the construction site, but will be on Dover Air Force Base.

2.4 TEMPORARY CONSTRUCTION FENCE

2.4.1 As a minimum the temporary construction fence shall be a 6’ high chain link fence constructed of a welded galvanized steel pipe frame and attached woven steel wire mesh attached with wire ties. The fence shall be adequately supported and held securely in place by the use of precast concrete post blocks, stand-off post braces, embedded posts or a combination thereof, as necessary for the particular location and conditions. Stand-off post braces, when used, shall only be installed on the inside of the temporary construction fence. Where temporary construction fence is required to have vision screening, additional support posts at each panel shall be provided and embedded in both turf and paved areas.

2.4.2 The temporary construction fence shall also be provided with vision screening which shall consist of either fabric or slats. Screening fabric shall have the following minimum material characteristics:

Color Black Shading 70% Weight 6.20 oz/sq yd Burst Strength 475 psi

Screening fabric shall be provided with hemmed reinforced edges and mid-spans with grommets for attachment to chain link fabric at 24 inch intervals. (Note to Specifier: Most projects will not require the use of vision screening unless they are in a highly sensitive location. The requirement for vision

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B403 FJXT091076W2

B780 & B781 FJXT091076E1 04/12/2013

screening will be determined on an individual project basis and approved by the Chief of Engineering.)

2.5 ELECTRICAL SERVICE

Where electrical service is desired at the contractor’s facilities, connection shall be made in accordance with the contract drawings.

2.6 SANITATION FACILITIES

The contractor shall provide portable sanitation facilities. Portable sanitation facilities shall be self-contained units with both urinals and stool capabilities. Units shall be adequately ventilated, cleaned and emptied at least once a week or more if determined necessary and directed by the Contracting Officer.

The doors shall be self-closing and securable. The exterior of the unit shall match “Eagle Feather Tan”.

Locate these facilities out of the view of the public, within the construction fence area.

2.7 CONSTRUCTION ACCESS ROUTE SIGNS

Any construction access route signs which the contractor may wish to erect in order to facilitate location of the site by suppliers or subcontractors must receive prior approval by the Contracting Officer.

Approved signs shall not exceed 12” x 18” in size, shall consist of white letters on a dark brown background (back of sign and post shall be dark brown also), and be mounted at locations approved by the Contracting Officer.

PART 3 EXECUTION

3.1 CONSTRUCTION SITE LAYOUT

The contractor shall arrange the office trailers, storage trailers, construction entrance, temporary construction fence, sanitation facilities, and trash dumpsters to effectively use the area designated on the plans. The contractor shall indicate at least one construction entrance for the project.

3.2 TEMPORARY STABILIZED CONSTRUCTION ENTRANCE

The nature of the project may also require a temporary stabilized construction entrance at non-paved areas when exiting to paved areas. The entrance shall be constructed as required by the Sediment and Stormwater Management Plan permit drawings. The contractor shall maintain the temporary stabilized construction entrance such that it functions adequately in the removal of sediment from construction vehicle tires. Stones in the entrance shall be periodically rotated or changed to ensure construction vehicle tires are clean when leaving the site. (Note to Specifier: The requirement for a temporary stabilized construction entrance should be established in the project design and identified on the Sediment and Stormwater Management Plan obtained for the project.)

3.3 CLEANING ROADWAYS

The contractor shall make special effort to prevent the generation of dirt, debris, or dust as a result of activities related to the work under this contract. All roadways adjacent to the construction site which accumulate construction dirt, debris, dust, or other foreign materials as a result of activities related to this

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01 14 10 - 4 contract shall be cleaned at least daily or more often if determined necessary and directed by the Contracting Officer in order to maintain a neat appearance. The method of cleaning shall remove and not just displace the material.

3.4 TRASH REMOVAL

The 55 gallon trash containers shall be emptied a minimum of once a day or more often if directed by the Contracting Officer. The site dumpsters shall be emptied a minimum of once a week or more often if directed by the Contracting Officer in order to keep the site clean of trash. Dumpsters and containers shall not be allowed to overflow and permit trash to enter the site or adjacent areas.

3.5 EROSION CONTROL AND SAFETY FENCE

Erosion control fence and safety fence shall be maintained in a neat and orderly appearance. As a minimum the Contractor shall perform weekly checks of the condition of the erosion control fence and safety fence. Sagging or falling fences shall be immediately repaired.

3.6 TEMPORARY CONSTRUCTION FENCE

Location of temporary construction fence shall be as shown on the approved site layout plan. The fence shall be constructed around the perimeter of all construction, staging, and storage areas prior to the start of any work. Trailers may be on site prior to completion of the fence. The fence shall be maintained in a neat and orderly appearance. Fence panels shall be maintained to within one (1) foot of plan horizontal alignment and within 3-inches of vertical. As a minimum the Contractor shall perform weekly checks of the condition of the fence. Leaning or fallen fences and torn or missing vision screening fabric shall be immediately repaired.

3.7 GRASS CUTTING

Any grass on the construction site shall be cut at least once a week during the growing season. The grass immediately adjacent to both sides of the erosion control fence, safety fence, or construction fence shall also be cut as required above to keep a neat and professional appearance.

3.8 SAFETY SIGNS

Safety signs shall be posted at all entrances to the construction site. The signs shall be ICI Devoe/Glidden color Pastel tintbase: Formula # BLK 1P32 YOX 1P39 OXR 19 “DAFB Eagle Feather Tan” unless safety mandates otherwise.

3.9 RESTORATION

3.9.1 Except as otherwise required by the contract, all disturbed or damaged landscaping, paved areas, curbs or sidewalks shall be restored to the original condition. This condition will be as documented in the photographs of the undisturbed site submitted with the site layout plan.

END OF SECTION

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.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

[Schedule of Prices][Earned Value Report][; G][; G, [_____]]

1.3 [SCHEDULE OF PRICES][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 [15] [_____] calendar days of notice of award, prepare and deliver to the Designated ORNL Representative [a Schedule of Prices][an Earned Value Report] (construction contract) as directed by the Designated ORNL Representative.

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 [Schedule of Prices][Earned Value Report from the cost-loaded NAS] has been submitted to and accepted by the Designated ORNL Representative. 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.