N4008018R3513_Building_558_Roof_Repair_Final_Specifications.pdf

eProjects WORK ORDER

NO. N40080- --

SPECIFICATION

Project Title

At the

Project Location

PREPARED BY:

Construction Contract Prime Firm Name Street Address City, State Zip

(Contract N40080- -C- )

Design Manager Signature Date

Customer Acceptance (Non Technical) Signature Date

CI Team Lead/PMEB Signature Date javier.molinari Typewritten Text

WON 1553030 BUILDING 558 ROOF REPAIR

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

a description of work covered in this contract and is required for use in all projects

01 14 00 WORK RESTRICTIONS

work and site restrictions

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

payment instruction paragraphs required for use in all projects

01 30 00 ADMINISTRATIVE REQUIREMENTS

general administrative and procedural requirements for Contractor management and coordination

01 32 01.00 10 PROJECT SCHEDULE

the preparation and maintenance of the project schedule for construction projects or design-build construction projects

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

preparation and use of Cost-Loaded Network Analysis Schedules (NAS) for construction using Primavera P6

01 33 00 SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property, and resources

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 45 00.00 10 QUALITY CONTROL

Contractor Quality Control for construction projects or design-build construction projects

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

temporary construction facilities, safety systems, construction traffic provisions, construction signage and controls over contractor operations required for use in all projects.

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

state and local environmental protection and for environmental temporary controls. The purpose of this document is to supplement Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS with specific State and Local requirements.

PROJECT TABLE OF CONTENTS Page 1

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

environmental protection and other environmental temporary controls

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

the management of non-hazardous construction and demolition waste materials

01 78 00 CLOSEOUT SUBMITTALS

closeout submittals including: revised project documents, warranty management, testing, adjusting and balancing, O & M manuals, and cleanup

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

02 82 13.00 10 ASBESTOS ABATEMENT

removal, encapsulation, enclosureencasement, or repair of friable and non-friable asbestos-containing material (ACM) which is encountered during the demolition, alteration, renovation, or maintenance of structures, substrates, equipment or portions thereof that contain asbestos; transportation, disposal, storage, containment of; and housekeeping activities on the site at which these activities are performed

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

safety procedures and requirements for the demolition, removal, encapsulation, and disposal of asbestos containing materials (ACM)

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

for limiting occupational and environmental exposure to lead when removing/controlling lead-based paint or paint with lead (LBP/PWL)

02 83 13.00 20 LEAD IN CONSTRUCTION

protection of workers, disposal of lead painted material

02 85 00.00 20 MOLD REMEDIATION

the requirements for the demolition, cleaning, removal, and disposal of mold contaminated materials.

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

structural steel used in building construction

05 30 00 STEEL DECKS

steel floor and roof decks, including accessories

05 40 00 COLD-FORMED METAL FRAMING

PROJECT TABLE OF CONTENTS Page 2 framing components and erection of load-bearing cold-formed metal framing and trusses

05 50 13 MISCELLANEOUS METAL FABRICATIONS

miscellaneous metalwork

05 50 14 STRUCTURAL METAL FABRICATIONS

general workmanship applicable to the fabrication, assembly and testing custom fabricated or machined assemblages requiring strict tolerances and specific expertise in detailing, fabrication, and installation

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

framing, grounds, nailers, blocking, and sheathing of light wooden structures and includes the use of preassembled components and plastic lumber

06 20 00 FINISH CARPENTRY

covers general exterior and interior finish carpentry in a condensed format and is therefore intended for use on small projects

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

insulation materials used below built-up roofing and single ply roofing systems

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

ethylene propylene diene terpolymer (EPDM) elastomeric sheet roofing, with associated elastomeric sheet flashing, for installations with the insulation below the membrane

07 60 00 FLASHING AND SHEET METAL

flashing and sheet metal work including gutters and downspouts, scuppers, splash pans, and sheet metal roofing

07 92 00 JOINT SEALANTS

sealants for normal building construction

DIVISION 08 - OPENINGS

08 60 45 SKYLIGHTS

skylights and translucent panels manufactured from glass-fiber or thermoplastic polycarbonate

DIVISION 09 - FINISHES

09 97 13.00 40 STEEL COATINGS

coating systems, materials, surface preparation, and application of protective coatings on carbon steel

PROJECT TABLE OF CONTENTS Page 3

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

field applied thermal insulation on HVAC and plumbing systems located within, on, under, and adjacent to buildings; above and below ground

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

electrical general requirements, complete

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

common to all electrical sections

26 56 00 EXTERIOR LIGHTING

lighting system requirements for exterior installations

26 56 23.00 40 AREA LIGHTING

area lighting system requirements for exterior installations and recreational areas.

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15 a description of work covered in this contract and is required for use in all projects

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project will repair buidling 558 roof including roof deck and rafters, the exterior soffits including exterior lights, exterior explosion proof light fixtures and conduits.

Building 558 was an Extrusion Plant and Ballistic Building constructed in 1943 - the building is currently uninhabited. The roof frame is made up of lumber rafters, joists and trusses bearing on thick concrete walls and wood studs walls. The roof sheathing is mainly OSB board and plywood. Some areas of the roof are concrete slab and tongue and groove decks. The entire roof is insulated with batt insulation between the joists and covered with black EPDM membrane.

The roof deck and joists have significantly rotten in large areas of the roof.

The soffit is made up of painted asbestos transient board and the entire building is painted with strongly suspected lead paint.

The work includes - for the entire building including the shed-on-roof -demolish roofing including roof sheathing, remove and reinstall rooftop equipment, demolish gutters, downspouts, soffit, exterior lights and conduits; repair roof frames by means of sister-joists and rafters replacement; replace gutters, downspouts, soffit, exterior lights and conduits, rooftop ducting insulation, roof curbs and penetrations, utiltiy lines, and complete all related incidental work for a complete and usable facility.

Prior to commencing of work, the contractor shall complete a survey of the interior and exterior existing condition, provide two digital copies of the photographs taken. The photographs will be used to verify condition of items to remain inside and outside the building, at closeout.

All equipment to be removed and reinstalled shall be tested in the presence of the Contracting Officer's representative, to demonstrate functionality or non-functionality, before removal and after reinstallation

Since asbestos is confirmed in the soffit asbestos transient board and strongly suspected in several other building components, and lead is strongly suspected in the interior and exterior building paint, the contractor shall provide lead and asbestos testings prior to commencing of construction, provide lead and abestos abatement plans and building demolition plan in lead and asbestos construction, as applicable.

SECTION 01 11 00 Page 2

The drawings listed below, and site photographs (available upon request), constitute with these specifications one single document.

New Drawings:

G-001 Site location - General Notes S-001 Structural Notes S-101 Partial Plan S-102 Repair Plan SD101 Demolition Plan SD102 Existing Condition Photos SD103 Existing Condition Photos SD104 Existing Condition Photos SD105 Existing Condition Photos S-103 Partial Plan S-104 Soffit Demolition and New Work S-105 Roof Decks Fastening Plan S-301 Section and Elevation S-302 Section and Elevation S-303 Section and Elevation S-304 Section and Elevation S-305 Section and Elevation S-501 Details A-101 Roof Drainage Pattern A-301 Sections and Details A-501 Typical Details A-502 Typical Details

Existing Drawings:

Drawing Number 4129 Drawing Number 4129-A Drawing Number 4473 Drawing Number 4129-B NAVFAC Drawing Number 1197122 NAVFAC Drawing Number 3156562

Site Condition Photos:

Available Upon Request

For bidding purposes, for items to be demolished and replaced but not quantifiable with the drawings, the contrator shall assume the following quantities:

Explosion proof lights: 50 units Area lights: 8 units Exterior electrical conduits 1-1/4 inches diameter steel pipes: 1800 feet Exterior electrical conduits 3/4 inches diameter steel pipes: 600 feet Exteiror electrical conduits 3 inches diameter steel pipes: 800 feet

Exterior utility gas line, pipe with insulation: 150 feet Exterior HVAC ducting (insulation only): 150 feet

1.2.2 Location

The work is located at the site of building #558, on Ballistic Lane - See drawings. .

The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 3

1.3 OCCUPANCY OF PREMISES

Adjacent Building(s) will be occupied during performance of work under this Contract. Construction Notifications will be posted in prominent locations in the work area.

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

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 5 Work Days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations where work is to occur , 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.

1.5.1 Notification Prior to Excavation

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

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within _ 5___ miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

SECTION 01 11 00 Page 4

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11 work and site restrictions

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Identification Badges and Installation Access

1.3.1.3 Additional Badge Requirements

1.3.1.4 Employee List

1.3.1.5 Personnel Entry Approval

1.3.1.6 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied and Existing Buildings

1.3.5 Utility Cutovers and Interruptions

1.4 SECURITY REQUIREMENTS

1.4.1 Naval Surface Warfare Center (NSWC), Indian Head, MD

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Medical Plan; GList of Contact Personnel; G

Personnel List; G

Vehicle List; GStatement of Acknowledgement Form SF 1413; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Contractor must be ready for utility outage and construction as approved by Contracting Officer before work is started on utility outages_____ which would interfere with normal operation.b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.c. The ____adjacents facilities_ will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations on the base.

Permission to interrupt any Activity roads, railroads, or utility servicemust be requested in writing a minimum of 15work days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

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

1.3.1.1 Subcontractors and Personnel Contacts

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

SECTION 01 14 00 Page 2

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 installation DBIDS Access Program, or by obtaining temporary passes from the Base Pass and Identification Office. Temporary passes, issued through the Base Pass and Identification Office, will be furnished without charge for no more than 60 days. Persons requiring access for greater than 60 days shall be required to participate in the DBIDS Access Program. Immediately report instances of lost or stolen badges to the Contracting Officer.

a. DBIDS Access Program: All contractors working on government contracts at the installation shall be required to participate in the DBIDS Access Program if access to the installation is required for more 60 days. Each company with employees requiring access shall designate a point of contact, and complete and submit Part 1 of the "Naval Support Activity South Potomac DBIDS Access Request" form to their command government contracting office point of contact or sponsor.

The government point of contact or sponsor will complete Part 2 of the form and provide the form to the appropriate Naval Support Activity Security point of contact. Part 3 of the form will be complete by the Naval Support Activity South Potomac Security Department for approval processing. The Security Department will contact the company point of contact directly once the access request is approved. The company shall be required to submit a list of Contractor employees requiring access on company letter head directly to the Security Department.

SECNAV 5512/1 "Department Of The Navy Local Population ID Card/Base Access Pass Registration" Forms shall also be required to be provided for each Contractor employee that requires current vetting. Upon approval by the NSASP Security Department Contractor employees will be provided with installation access credentials that are valid for up to the as-awarded duration of the contract.

The Government will perform background screening and credentialing. Throughout the contract duration the Contractor employee must continue to meet background screening standards. Any time invested for obtaining DBIDS credentials will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

b. Temporary Passes: Participation in the DBIDS Access Program 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 DBIDS. If the Contractor employees request access for greater than 60 days, the request will be disapproved. Any time invested for obtaining temporary passes will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

1.3.1.3 Additional Badge Requirements

Identification badges will be issued to the Contractor and his employees in accordance with the NSF Indian Head Station Security Regulations. A copy of the security regulations may be obtained from the security office. All badges must be returned or accounted for to the department of Public Safety's Pass and Identification Office upon expiration of the badge or contract, or termination of the employee.

1.3.1.4 Employee List

The Contractor must provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract. The Contractor must adhere to the requirements of "Important Clarifications - Contractors - How to Gain Access," dated 31 October 1995, in obtaining access to NSF Indian Head

SECTION 01 14 00 Page 3

Station complex for the life of the contract. A copy of these requirements will be provided at the preconstruction meeting.

1.3.1.5 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.1.6 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours must consist of an 8 hour work day periodestablished by the Contractor Officer, between 7 a.m. and 4:00 p.m.Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in andaround existing buildingswhich are occupied.Do not enter the buildings without prior approval of the Contracting Officer.The project's building is unoccupied

The project's building and its contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.Provide dust covers or protective enclosures to protect existing work that remains and Government material and equipment located in the the building during the construction period.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and all other utilities in the immediate area of construction shall not be permitted. In the event that utility cutovers and interruptions must occur they shall be pursuant to the paragraph WORK

SECTION 01 14 00 Page 4

OUTSIDE REGULAR HOURS. Such interruptions are further limited to 8 hours for each occurrence. This time limit includes time for deactivation and reactivation.

c. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area"

1.4.1 Naval Support Activity, Indian Head, MD

No employee or representative of the Contractor will be admitted to the work site unless he furnishes satisfactory proof that he is a citizen of the United States or is specifically authorized admittance by the OICC.

a. Identification Badges - A list of all employees to be engaged in the performance of work must be furnished to the Security Department. In the event employees are hired or discharged, a corrected list of employees must be furnished reflecting the change in personnel.

Identification badges for the Contractor and his employees must be furnished by the Security Department, Indian Head Division, Naval Support Activity, Indian Head, MD. Immediately report instances of lost or stolen badges to the Contracting Officer. Upon completion of the contract or termination of the service of any employee, the Contractor must return the badges to the Security Pass Office. Compliance with this requirement is mandatory and certification thereof to the Contracting Officer is required prior to submitting final invoices. Failure to return badges will hold up Contractor's final payment.

b. Vehicles and Equipment - In addition to other conditions and requirements set forth hereinbefore, attention is invited to the fact that vehicles and equipment admitted to the Indian Head Division, Naval Support Activity, Indian Head, MD will be required to meet standards established be the Station Safety Department. The vehicular and equipment conditions must satisfactorily meet the following provisions:

(1) Steering mechanism must be satisfactory and safe condition.

(2) Horns and warning devices must be operable.

(3) Windshield wipers must be satisfactory in place, clean and unbroken.

(4) Rearview mirrors must be satisfactory in place, clean and unbroken.

SECTION 01 14 00 Page 5

(5) General body conditions: Body must be satisfactory tight including fenders, bumpers, doors and latches thereto, and other parts which might become dislocated during travel.

(6) Lights: All lights required by the type of vehicle/equipment in use must be functional with satisfactory bulbs and lenses.

(7) Exhaust Systems: Exhaust systems must be completely functional with no leaks.

(8) Fuel system must be free of leaks and show no evidence of loss of fuel or fumes.

(9) Brakes: All brakes must be functional and give evidence of the ability to halt the loaded vehicles within safe distances.

(10) Tires need not be new but must contain sufficient tread to indicate safety at operating speed with vehicle loaded.

(11) Electric Wiring: All wiring must be completely insulated as required, and in cases considered appropriate, waterproofing of wiring is required.

(12) Motors must be reasonably clean from excess grease, dust, and dirt, and if required must be steam cleaned to the satisfaction of the inspection personnel.

(13) Where applicable, inspection will include other such items as gauges, thermometers, controls, relief valves, piping, mechanical locks, limit switches, connectors, and other safety related devices associated with vehicles and equipment admitted to the Station.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11 payment instruction paragraphs required for use in all projects

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.3.4 Schedule Requirements for HVAC TAB

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00.00 20 Page 1

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.. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

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 Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. 1.3.3 Real Property Assets.

Not used.1.3.4 Schedule Requirements for HVAC TAB.Not used.1.4 CONTRACT

MODIFICATIONS

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

SECTION 01 20 00.00 20 Page 2

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

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

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

h. Contractor's Monthly Estimate for Voucher and Conractors Certification (NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.

i. Materials on Site.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the contract shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release.

If the Contractor is incorporated, the Final Release shall contain the

SECTION 01 20 00.00 20 Page 3 corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

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

c. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

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

1.6.1 Obligation of Government Payments

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

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

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

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

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

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the siteor materials that are in transit to the construction sites under the following conditions:

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

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

SECTION 01 20 00.00 20 Page 4

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

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

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15 general administrative and procedural requirements for Contractor management and coordination

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

1.7.2 Superintendent Qualifications

1.7.2.1 Duties

1.7.3 Non-Compliance Actions

1.8 PRECONSTRUCTION MEETING

1.9 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

1.9.1 NRZ Checklist

1.9.2 Meetings

1.10 PARTNERING

1.10.1 Formal Partnering

1.10.2 Informal Partnering

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Not used.

1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS, assigned to the Private Qualified Person, directly with a first tier subcontractor.

SECTION 01 30 00 Page 2

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

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

1.7.2 Superintendent Qualifications

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

1.7.2.1 Duties

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

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

1.7.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION MEETING

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

1.9 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is

SECTION 01 30 00 Page 3 carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.9.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.9.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.10 PARTNERING

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

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

SECTION 01 30 00 Page 4

1.10.1 Formal Partnering

Not used.

1.10.2 Informal Partnering

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

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

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

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

Multiple email addresses are not allowed.

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 17.00 20

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

02/15 preparation and use of Cost-Loaded Network Analysis Schedules (NAS) for construction using Primavera P6

PART 1 GENERAL

1.1 DESCRIPTION

1.2 SUBMITTALS

1.3 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK

1.4 SOFTWARE

1.5 QUALIFICATIONS

1.6 NETWORK SYSTEM FORMAT

1.6.1 Diagrams

1.6.2 Schedule Activity Properties and Level of Detail

1.6.2.1 Activity Categories

1.6.2.1.1 Procurement Activities

1.6.2.1.2 Government Activities

1.6.2.1.3 Quality Management (QM) Activities

1.6.2.1.4 Construction Activities

1.6.2.1.5 Turnover and Closeout Activities

1.6.2.2 Contract Milestones and Constraints

1.6.2.2.1 Project Start Date Milestones

1.6.2.2.2 Facility Turnover Planning Meeting Milestones

1.6.2.2.3 Substantial Completion Milestone

1.6.2.2.4 Projected Completion Milestone

1.6.2.2.5 Contract Completion Date (CCD) Milestone

1.6.2.3 Work Breakdown Structure & Activity Code

1.6.2.3.1 Work Breakdown Structure (WBS)

1.6.2.3.2 Responsibility Code

1.6.2.3.3 Construction Specification Institute (CSI) Masterformat

Code

1.6.2.3.4 Drawing Code

1.6.2.4 Anticipated Weather Lost Work Days

1.6.2.5 Anticipated Restricted Delays

1.6.2.6 Cost Loading

1.6.2.6.1 Cost Loading Activities

1.6.2.6.2 Quantities and Units of Measure

1.6.3 Schedule Software Settings and Restrictions

1.6.4 Required Tabular Reports

1.7 SUBMISSION AND ACCEPTANCE

1.7.1 Monthly Network Analysis Updates

1.7.2 As-Built Schedule

1.8 CONTRACT MODIFICATION

1.8.1 No Reservation of Rights

1.9 PROJECT FLOAT

1.10 THREE-WEEK LOOK AHEAD SCHEDULE

SECTION 01 32 17.00 20 Page 1

1.11 CORRESPONDENCE AND TEST REPORTS

1.12 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 17.00 20 Page 2

SECTION 01 32 17.00 20

COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

02/15

PART 1 GENERAL

1.1 DESCRIPTION

The Contractor is responsible for scheduling procurement, Contractor quality control and construction, acceptance testing and training. Refer to Specification Section 01 33 00 SUBMITTAL PROCEDURES to determine if any items require Government approval prior to construction; if any are required, include that submittal review time in the schedule.

The schedule is a tool to manage the project, both for Contractor and Government activities. It will also be used to report progress and evaluate time extensions. The Project NAS must be cost-loaded and will provide the basis for progress payments. Use the Critical Path Method (CPM) and the Precedence Diagram Method (PDM) to satisfy time and cost applications. For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

1.2 SUBMITTALS

The use of a "G" following a submittal indicates that a Government approval action is required. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

Qualifications; G

Baseline Network Analysis Schedule (NAS); G

SD-07 Certificates

Monthly Network Analysis Schedule Update; G

SD-11 Closeout Submittals

1.3 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK

Participate with the Contracting Officer in a preliminary meeting(s) to discuss the proposed schedule and requirements of this section prior to the Contractor preparing the Project Baseline Schedule. Government review comments on the Contractor's schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents. Only bonds may be paid prior to acceptance of the Baseline Network Analysis Schedule (NAS) The acceptance of a Baseline NAS is a condition precedent to:

a. The Contractor starting work…