W912QR01969097Specs-0003.pdf

REPLY TO

ATTENTION OF

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

CELRL-CT 10 December 2020

Richard Group, LLC Iron Mike Construction, LLC

AMI & LGC JV, LLC

Dear MATOC Contractors:

Reference is made to solicitation W912QR-01969097; for the Design-Bid-Build Security Upgrade of Building 2522 at NSWC Crane, IN. As a result of Amendment 0003, the following changes are hereby incorporated:

See the attached Summary of Changes for Amendment 0003.

We request you submit a price proposal for the Design-Bid-Build Security Upgrade of Building 2522 at NSWC Crane, IN as detailed in the scope of work, drawings, specifications, and General Wage Determination IN20200006 and IN20200008 posted on the Federal Business Opportunities Website at www.beta.sam.gov. The documents are available for download on www.beta.sam.gov only. All vendors must be registered in the SAM database and in www.beta.sam.gov. The RFP can be found by logging into the website as a vendor and searching on the solicitation number (W912QR-01969097). The estimated cost range is between $1,000,000 and $5,000,000.

Proposal due date remains 14 December 2020 at 12:00 PM Eastern Time (ET). Submit your proposal by email to Kelsie Hall at Kelsie.Hall@usace.army.mil. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to Kelsie via email.

Payment and Performance Bonds will be required for this project. The Notice to Proceed will be issued after receipt and approval of the bonds.

All questions regarding this Request for Proposal (RFP) must be submitted via ProjNet.

The website to access this system is www.projnet.org and the offeror inquiry key for this specific project is: 4HAJW7-887JKT. Government responses will be limited to: (a) Notice that an amendment will be issued; (b) Reference to an existing requirement contained in the solicitation; or (c) Notice that a response is not necessary. The ability to enter technical inquiries and questions relating to proposal procedures or bonds will be disabled on 07 December 2020 at 5:00 PM Eastern Time (ET). No Government responses will be entered into the ProjNet system within five (5) calendar days prior to the proposal due date stated in this letter. System for Award Management (SAM): Your SAM registration is required to be active prior to any award.

W912QR01969097-0003

You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

If you have contractual questions, please contact Kelsie Hall at Kelsie.Hall@usace.army.mil. If an offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. The Offeror is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

Sincerely, April C. Judd Contracting Officer

(Signature) (Date)

(Printed Name)

(Firm Name)

JUDD.APRI

L.CAROL.1

408885210

Digitally signed by

JUDD.APRIL.CAR

OL.1408885210

SUMMARY OF CHANGES – The following sections have been modified as follows:

1. The following Specification Sections have been revised and replaced in their entirety:

PROJECT TABLE OF CONTENTS

01 11 50.00 06 TASK ORDER SCOPE OF WORK

01 46 00.00 06 TOTAL BUILDING COMMISSIONING

(CONTRACTOR CxA)

2. These sections have been added to the Solicitation:

23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) FOR

HVAC

3. The following sections have been removed from the Solicitation in their entirety:

13 34 19 METAL BUILDING SYSTEMS

23 5 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

4. The following drawings have been revised and replaced in their entirety:

CS102 SITE PLAN 1 OF 4

CS103 SITE PLAN 2 OF 4

CS104 SITE PLAN 3 OF 4

CS105 SITE PLAN 4 OF 4

CP501 PAVEMENT DETAILS

AD102 ENLARGED DEMOLITION FLOOR PLANS (BASE BID) –

AREA “A”

AD103 ENLARGED DEMOLITION FLOOR PLANS (BASE BID) –

AREA “B”

AD104 EXISTING DEMOLITION (OPTION 1)

AD105 ENLARGED DEMOLITION FLOOR PLANS (OPTION 1) –

AREA “A”

AD106 ENLARGED DEMOLITION FLOOR PLANS (OPTION 1) –

AREA “B”

AD401 INTERIOR DEMOLITION ELEVATIONS (BASE BID)

AD402 INTERIOR DEMOLITION ELEVATIONS (OPTION 1)

5. The pre-proposal site visit roster is hereby attached and incorporated herein.

P2 481350 B-2522 Security Upgrade Crane NSWC, IN

PROJECT TABLE OF CONTENTS Page 1

CERTIFIED FINAL

TECHNICAL SPECIFICATIONS - TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 13.00 06 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD INSULATION (EXTERIOR WALLS)

07 42 13 EXTERIOR METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 22 13 WIRE MESH PARTITIONS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 13 - SPECIAL CONSTRUCTION

PROJECT TABLE OF CONTENTS Page 2

13 34 19 DELETED

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

23 00 00 23 05 15

23 05 93

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 22 13.35 40 STEAM TRAPS

23 22 25.00 40 STEAM VALVES

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 74.00 20 INTERIOR FIRE DETECTION AND ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.00 06 EARTHWORK

31 21 13 RADON MITIGATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 20 BASE COURSE FOR RIGID PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACING

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

AMDT 0003********************************************************************

********************************************************************AMDT 0003

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

COMMON PIPING FOR HVAC

DELETED

23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) FOR HVAC

********************************************************************AMDT 0003

AMDT 0003********************************************************************

B-2522 Security Upgrade

P2 481350 15-Oct-2020

SECTION 01 11 50.00 06

SECTION

01 11 50.00 06

Task Order SCOPE OF WORK

05/18

AMENDMENT 0003

1.0 PROJECT INFORMATION

1.1 GENERAL

Design-Bid-Build: The Contractor shall provide all labor, equipment, supplies and consultant services as required for the construction of the Security Upgrade Project at Building 2522 to result in a complete and useable Facility.

1.2 SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes the renovation of a 725 sq. foot break room and Men’s Room into a new break room, men’s room, communication closet, security entrance with card swipe entry/exit turnstile, security coordinator desk, and an egress metal detector. Additional upgrades include: removing exterior windows and infilling with CMU, new automatic vehicle gate with 2-way speaker to security desk, new pedestrian gate with card swipe access, and new HVAC to the office area.

All demolition required to construct the project is included as part of the work of this Contract.

1.3 SITE LOCATION

This project is located at Building 2522 at Crane NSWC.

1.4 EXISTING SITE UTILITIES

1.4.1 The contractor shall verify the capacity of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5 BID OPTIONS

1.5.1 Option 1: Expand Break Room & touch up offices

1.6 ATTACHMENTS

Design-Bid-Build: In addition to Section 01 11 50.00 06, Section 00 80 50.00 06 and the Base MATOC Contract Volume 1 of 2, the Information provided in the Attachments contain the necessary information for the contractor to construct

P2 481350 15-Oct-2020

SECTION 01 11 50.00 06

this project. The following Attachments are included and shall be used and strictly adhered-to in completing the construction of the project.

a. ATTACHMENT 1: Drawings

b. ATTACHMENT 2: Technical Specifications

1.7 PERMITS

The Contractor shall investigate and submit any permits necessary for the construction of this project. All permit applications shall be completed by the Contractor and provided to the Contracting Officer for submittal to the appropriate agency. Contractor shall pay all permit fees. Copies of all permits shall be provided to the USACE.

1.8 ENVIRONMENTAL REQUIREMENTS

1.8.1 Environmental Compliance: The contractor shall comply with the National Environmental Protection Act and all other Air Force Environmental regulations.

1.8.2 Dust Control: Contractor shall maintain all work areas free from excess dust to such reasonable degree as to avoid causing a hazard to base personnel or surrounding facilities. Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs.

1.8.3 Asbestos: No asbestos containing material shall be used.

1.8.4 SDS Sheets: A Safety Data Sheet (SDS) is required for all building materials except for wood, glass, or steel. The SDS will be submitted to the Contracting Officer within seven (7) calendar days after the NOTICE TO PROCEED.

1.8.5 Hazardous Materials Management: Contractor will provide the Contracting Officer (CO) the Material Safety Data Sheets (MSDS) for chemical materials to be used during the project prior to the contract award in accordance with FAR Clause 52.223-3. The Contractor will provide MSDSs’ to the Contracting Officer for review prior to the contractor bringing products on the installation. The contractor must inventory all chemical materials, including but not limited to: solvents, paints, degreasers, greases, Ozone Depleting Substances, and oils, brought on base. A chemical material inventory must be maintained when used containing the nomenclature, manufacturer, part number, quantity, storage location, and the process in which the material is used. All chemical materials will be managed in accordance with federal, state, local, and Installation regulations.

1.8.6 Paint: All paints must meet Green Seal Certification and be low VOC.

See the table below for additional guidance. Paint containing lead will not be used during any painting process. An MSDS will be submitted for all paint products used.

For this kind of product: VOCs (in g/L) shall not exceed:

Flat Topcoat 50

Non-Flat Topcoat 100

Primer or Undercoat 100

Floor Paint 100

Anti Corrosive Coating 250

Reflective Wall Coating 50

Reflective Roof Coating 100

1.8.7 Plumbing Fixtures Trim: No plumbing fixture trim will be installed unless they conform to the voluntary standard NSF/ANSI Standards 24 and

61. Products certified under these standards are tested to ensure no leaching from the fixtures exceeds 11 parts per billion of lead.

1.8.8 Potable Water: If construction or modification of a potable water system is included as a part of the task order scope of work, the contractor is responsible to insure that all potable water connections are protected adequately with anti-siphon devices in accordance with the plumbing code. An ASSE approved anti-siphon device shall be attached to the hose bib prior to mixing chemicals, etc. A backflow prevention device must be installed at each location potable water enters a facility. This includes fire suppression.

1.8.9 Waste Water: Absolutely no chemical products will be allowed to be dumped in any drainage system, storm drain, wash rack, septic system or sanitary sewer. All remaining and residual chemicals will be taken away by the contractor.

1.8.10 NOT USED

1.8.11 Erosion Prevention and Sediment Control: Soil disturbance during this project, including equipment staging areas, will require erosion control measures. For projects that disturb more than an acre, a Notice of Intent (NOI) must be approved by the applicable State EPA, DOW or DEQ prior to any soil being disturbed as well as a storm water pollution prevention plan (SWPPP) reviewed and accepted by the government. For projects that disturb less than an acre of soil, an erosion control plan is required prior to soil disturbance.

1.12 NOT USED

1.13 PERSONNEL REQUIREMENTS AND QUALIFICATIONS

AMDT 0003********************************************************************

1.13.1 In addition to the superintendent, CQC staff and safety staff required by this section and Section 01 45 04.10 06 and 01 35 26.00 06, the contractor shall provide a full time Construction Project Manager for the entire life of this contract. The Construction Project Manager shall have a degree in Construction Management or Engineering and shall have 10 years of relative experience in construction management.

1.13.2 The SSHO shall be:

as outlined in the base contract Section 01 35 26.00 06, paragraph 1.5.1.1 Site Safety and Health Officer Qualifications (SSHO) and assigned as SSHO, but may have duties as the CQC System Manager, shall not be the Superintendent.

********************************************************************AMDT 0003

b.) The SSHO and alternate(s) shall have an experience Level as follows and the Contractor must show evidence that the SSHO and alternate(s) have met these requirements. When an alternate is required for the project, the alternate shall have the same experience level and other qualifications as the SSHO. In addition, the SSHO and alternate(s) are also required to have:

(1) Completed, as a minimum, the 30-Hour OSHA Construction Industry safety class with current First Aid and CPR Training / AED.

(2) Five (5) years of Construction Industry safety experience on similar projects in supervising or managing general or industry construction (managing safety programs or processes or conducting hazard analyses and developing controls).

(3) Maintained experience through having taken 24 hours of documented formal or on-line safety and health related coursework in the past three years.

The training must be applicable to the work being performed on the contract. Teaching is not considered the equivalent of attending training.

(4) SSHO shall be able to demonstrate training in the following areas:

personal protective equipment and clothing to include selection, use and maintenance; hazard communication; scaffolding; fall protection; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents.

d.) The Contractor shall identify the SSHO and alternate(s)for this project and shall submit qualifications to the Government in resume form for acceptance. A copy of the letter to the SSHO and alternate(s) signed by an authorized official of the firm describing responsibilities and delegating authority to stop work when safety or occupational health of workers is compromised must be provided to the Government.

1.13.3 The appropriate CQC personnel shall be present at the construction site as needed during work related to their areas of responsibility. In addition to the requirements of Section 01 45 04.10 06, Volume 1, CQC personnel resumes and site visit frequency shall be identified in the Construction Quality Control Plan (CQCP) and accepted by the government.

CQC System Manager Qualifications and Duties

a. The Contractor shall identify as CQC System Manager an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor.

The CQC System Manager shall be either a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to this contract or a construction person with a minimum of 10 years in related quality management work.

b. This CQC System Manager shall be employed by the Prime Contractor and be on the site at all times during construction. Alternate(s) for the CQC System Manager shall be identified in the CQC Plan to serve in the event of the CQC System Manager's absence. The requirements for the alternates shall be the same as for the designated CQC System Manager.

AMDT 0003********************************************************************

1.13.4 The CQC System Manager shall be:

assigned as CQC but may have other quality control duties as identified per the Experience Matrix Table. Shall not be the superintendent.

********************************************************************AMDT 0003

2.0 GENERAL CONSTRUCTION REQUIREMENTS

2.1 SUMMARY

3.1.1 The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

2.2 GENERAL INFORMATION

3.2.1 Contractor shall have shared use of all spaces for execution of the construction work as defined in the requirements of this RFP; all areas are currently occupied. Entrance into and interface with the surrounding facilities shall be coordinated in advance with the Contracting Officer. The project site is within the fenced boundaries of a United States Department of Defense Military Installation. Access will require advance notice and security passes at all times. The contractor is responsible for obtaining all security passes.

3.2.2 The superintendent in charge of this work shall personally contact the Contracting Officer’s Representative a minimum of 72 hours before starting work on the contract, before restarting work after a lengthy delay, and prior to moving workers and equipment from one site of work to another.

3.2.3 Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Base Fire Department

c. Base Security/Police

d. Base Civil Engineer

e. Building Occupants

3.2.4 Prior to the start of any construction operations whatsoever, a schedule of work or operations in proper sequence shall be submitted by the contractor for approval by the Contracting Officer’s Representative so as to cause a minimum amount of disruption to the normal flow of traffic on streets, pedestrian travel, installation security, and facility operations.

3.2.5 Coordinate all Construction and Use of Premises Activities with the Contracting Officer’s Representative.

3.2.6 Coordinate with Contracting Officer’s Representative the scheduling and routing of work, personnel access and material deliveries for the work.

3.2.7 The Contractor shall coordinate with Installation security regulations and personnel regarding worker and vehicle identification, badging, and permits.

See paragraph entitled IDENTIFICATION OF EMPLOYEES in Section 00 80 00.00 06 SPECIAL CLAUSES in Volume 1.

3.2.8 High-ranking officers, foreign dignitaries, or DOD employees may approach you. Only the Contracting Officer can make changes to the contract.

3.2.9 Bulletin Board. See 01 50 00, Paragraph 2.1.1.

3.2.10 Project and Safety Signs. See 01 50 00, Paragraph 2.1.2.

3.3 DOCUMENTATION

3.3.1 Construction Plan:

3.3.1.1 Prior to the start of any onsite construction activities, the Contractor shall submit a detailed construction plan. The plan shall include a detailed schedule of the major construction activities. Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

3.3.1.2 Once the schedule is approved, do not deviate from the sequence, without prior written approval.

3.3.2 Waste Disposal:

3.3.2.1 Prior to the start of any onsite construction activities, the Contractor shall submit a written plan for disposing of waste materials resulting from work under this contract as described in this specification section and Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS, Volume 1.

3.4 CONSTRUCTION CONSIDERATIONS

3.4.1 Use of the Premises:

3.4.1.1 The Contractor’s use of the site, utility availability, and temporary facilities are described below.

3.4.1.2 WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

a. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

b. The Government may or may not grant such permission at its discretion.

3.4.1.3 Work may be required to be performed on weekends if it is determined by the Contracting Officer that work will be disruptive to any installation operations. The Government will occupy areas adjacent to the work site during construction. Contractor shall schedule and perform the work so as not to interfere with the Government’s operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

3.4.1.4 The Contractor will not be permitted to use existing toilet and wash facilities. The contractor shall provide his own toilet and wash facilities if desired.

3.4.1.5 Water, gas, and electricity will be furnished to the Contractor by the Government from the Government’s existing system outlets. Utilities will be furnished at no cost to the Contractor, except for telephone. The contractor is responsible for all coordination and the payment of all temporary telephone costs (setup and monthly charges).

3.4.1.6 UTILITY OUTAGES: Once an outage is approved, and prior to beginning of work on the utility system requiring shutdown, the contractor shall attend a pre-outage meeting with the Contracting officer and the Installation representative.

a. Any utility outages (gas, steam, electricity, and water) requested by the Contractor shall be submitted in writing no less than fourteen

(14) calendar days prior to proposed outage.

b. The Government reserves the right to reschedule the Contractor’s proposed outage if deemed necessary.

c. In the event utility outages cannot be performed on any facility due to critical operation impact, the utility outages and any related work shall be performed on non-duty hours.

d. Contractor shall notify the installation Fire Department prior to emergency utilities shutdown of the facilities.

3.4.1.7 Contractor Personal Vehicle Parking: The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

3.4.2 Project Site:

3.4.2.1 Contractor shall maintain a neat and orderly workplace with clear paths of emergency egress within the construction area.

3.4.2.2 Protection and Maintenance of Traffic: Prior to commencement of demolition and construction, the Contractor shall coordinate daily access and egress from the area of construction with the Contracting Officer, both vehicle and pedestrian. The Contractor shall confine construction personnel and equipment travel and operations to the area of work. The Contractor shall request approval for the limits of construction from the Government and show on the construction plans. The contractor shall coordinate access ways for personnel and equipment with the contracting officer.

a. The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. The Contractor shall prepare a traffic plan (vehicle and pedestrian) for the project area and submit it to the Contracting Officer for review and approval.

b. The Contractor shall maintain and protect pedestrian traffic inside and outside of project area. The Contractor shall not cause traffic interference on any interior corridors without approval from the Contracting Officer.

c. The traveling public shall be protected from damage to person and property.

3.4.2.3 Dust control. For interior work, the Contractor shall construct a dust partition wall around the interior perimeter of the space as necessary to prevent dust from travelling into the corridor space. For exterior work the contractor shall control all fugitive dust.

3.4.3 Storage of Materials:

3.4.3.1 The Contractor shall be responsible for the storage and safekeeping of all material to be incorporated into the work. The Contractor shall be responsible for all aspects of safety and security within the storage area.

3.4.3.2 Outside space is extremely limited on the installation for the storage of materials, the Contractor shall limit storage of materials to areas within project area. The Contractor shall indicate if the use of a supplemental or other staging area is desired.

a. Upon the Contractor’s request, the Contracting Officer will consider another or supplemental area for the Contractor’s use and storage of equipment, trailers, and materials; however, this will be solely at the discretion of the garrison and may not be approved. This area may not be in close proximity of the construction site but will be within the installation boundaries.

b. Fencing of materials or equipment will be required at storage locations; plastic strip inserts, colored green, must be used on the fence to screen the storage compound from the installation; fence posts must be embedded into grade as recommended by the manufacturer. The Contractor shall be responsible for cleanliness and orderliness of the area used and shall restore the area to its original condition upon completion of the project.

c. The Government will not provide utilities to the storage area.

3.4.3.3 Provide adequate storage facilitates for protection of materials and equipment. Materials and equipment shall be stored so as to ensure preservation of their quality of fitness for Work. Perishable items and items adversely affected by weather, rain, wind, dust, heat, or cold shall be stored within the designated area of construction, temporary waterproof sheds, or mobile facilities with raised floors, and heated if necessary. Other materials and equipment shall be stored on wooden platforms and not on the ground.

3.4.3.4 Storage facilities shall be clean, in good condition, undamaged and free of rust or surface deterioration. Rental trailers shall be of a neutral color. Unsightly material storage or office trailers will not be permitted.

3.4.3.5 The Contractor shall be responsible to maintain the condition of storage facilities, as defined above, and the entire construction site in a neat, orderly, professional and uncluttered manner at all times throughout the length of the contract.

3.4.4 Security:

3.4.4.1 Security requirements shall be observed at all times. The Contractor shall be responsible for maintaining satisfactory standards of employee competency, conduct, appearance, and integrity. Personnel working on or involved with security alarms, secure areas or security infrastructure shall be US Citizens.

3.4.4.2 Construction operations shall be strictly confined to the designated area of Work.

3.4.4.4 The Contractor shall be responsible for the security of his own equipment.

3.4.5 Protection of Personnel and Government Property:

3.4.5.1 Contractor shall comply with all applicable Federal, State, and Local safety codes, regulations, and requirements.

3.4.5.2 The Installation Safety Officer or his representative will attend preconstruction conferences to brief contractors on pertinent safety regulations and to provide guidance for safe operations during contract performance. Local safety guidance will be furnished to the Contractor for briefing his personnel.

3.4.5.3 The Contractor shall provide, no later than ten days after receiving Notice of Award, four (4) copies of their written safety program to the Contracting Officer for review. No construction shall commence until the Contractor’s Safety Program has been reviewed and accepted by the Contracting Officer.

3.4.5.4 It is the Contractor’s responsibility to maintain a secure construction site to prevent access to the work area by unauthorized personnel.

3.4.5.5 Safety posters, “hard hat area” posters, “authorized personnel only” posters, and any other notifications required by law shall be posted and maintained in sufficient quantity to be conspicuous on the job site.

3.4.5.6 The contractor shall protect all government property in adjacent areas from damages during the construction project; especially furniture and finishes.

In the event of damages of any nature caused by this work due to improper protection, precaution, or safety measures, such damages shall be repaired by the Contractor at no cost to the Government. In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of this contract, the Government will make the necessary corrections and the Contractor shall reimburse the Government for inconveniences, labor, and materials, involved.

3.4.5.7 The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas.

a. Such barricades shall be required whenever safe public access is prevented by construction activities or as otherwise necessary to ensure safety of both pedestrian and vehicular traffic.

b. Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

3.4.6 Site Fire Protection:

3.4.6.1 Site fire protection shall conform to NFPA 241 and EM 385-1-1.

3.4.6.2 Fire extinguisher equipment shall be provided in storage areas according to the hazard present.

3.4.6.3 Fire extinguishers listed or approved by a nationally recognized testing laboratory shall be used.

3.4.6.4 Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.4.7 Waste Disposal:

3.4.7.1 The Contractor is required to maintain a clean project site free of accumulating debris. Demolition debris and other construction waste shall be promptly disposed of at the end of each workday in proper waste containers maintained on the project site by the Contractor. Waste Disposal procedures shall be in compliance with the waste disposal plan submitted under the requirements of SECTION 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT, Volume 1.

3.4.7.2 Environmentally hazardous or other construction debris with special disposal requirements shall be stored on the site and disposed of offsite in a proper lawful manner.

3.4.7.3 All debris shall be removed from the site on a regular basis. Waste shall not be allowed to accumulate.

3.4.7.4 Construction waste and debris maintained on-site prior to off-site disposal shall be controlled in a manner to eliminate any potential health or safety hazards.

3.4.7.5 Burning of waste or any other material on-site is strictly prohibited.

3.4.7.6 The project job site shall be “broom cleaned” at the end of each work day. The Contractor shall remove debris from the job site as it is generated and dispose of it in proper containers as outlined herein.

3.4.7.7 The Contractor shall coordinate dumpster location with the contracting officer.

3.5 CONTRACTOR DAMAGED FINISHES

Damage to any existing finishes or equipment, such as floors, ceilings, HVAC equipment, doors, paint, by the contractor shall be repaired or replaced by the contractor at the contractor expense to the satisfaction of the government.

4.0 DEMOLITION

4.1 GENERAL

The Contractor shall remove all demolition debris off of the confines of NSWC Crane property and dispose of all demolition debris in a legal and regulated manner at the Contractor’s expense with the exception of recyclable materials, which shall be handled in accordance with Paragraph 1.9 of this specification.

4.2 CONTRACTOR SUBMITTALS

4.2.1 Prior to commencing demolition, the Contractor shall submit a Demolition Plan to the Contracting Officer’s Representative for review and acceptance. The plan shall demonstrate the procedure for demolition, dust control, debris removal and safety that are to be followed during the work.

4.2.2 The Contractor shall submit a Schedule of Demolition Activities, indicating the following:

1. Detailed sequence of demolition work, with starting and ending dates for each activity.

2. Detailed schedule for interruption of utility services

3. Coordination of shutoff, capping and continuation of utility services.

4. Location of temporary protection and means of egress.

4.3 EXECUTION

4.3.1 The Contractor shall maintain all existing utility services and protect them against damage.

4.3.2 The Contractor shall not interrupt existing utilities serving adjacent facilities unless authorized in writing by the Contracting Officer.

4.3.3. The Contractor shall provide temporary barricades and other protection required to prevent injury to lay people.

4.3.4 The Contractor shall not remove any conduit feeding other areas not part of the project areas without coordination with the base CE. Do not demolish any conduit or cabling to HVAC system which originates outside the project area unless the equipment is to be replaced. All removed communications conduit must be removed and not abandoned in place.

4.3.5 The Contractor shall coordinate all roof penetrations with the roof warranty provided in Attachment**.

--End of Section --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 46 00.00 06

TOTAL BUILDING COMMISSIONING (CONTRACTOR CxA)

09/17

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SYSTEMS TO BE COMMISSIONED

1.3 COMMISSIONING SPECIALISTS

1.4 ISSUES LOG

1.5 CERTIFICATE OF READINESS

1.6 SEQUENCING AND SCHEDULING

1.6.1 Sequencing

1.6.2 Project Schedule

1.7 COMMUNICATION WITH THE GOVERNMENT

PART 2 PRODUCTS(NOT APPLICABLE)

PART 3 EXECUTION

3.1 DESIGN PHASE

3.1.1 Design Commissioning Coordination Meeting

3.1.2 Design Phase Commissioning Plan

3.1.3 Design Review

3.2 CONSTRUCTION PHASE

3.2.1 Construction Commissioning Coordination Meeting

3.2.2 Construction Phase Commissioning Plan

3.2.3 Design Review

3.2.4 Construction Submittals

3.2.5 Inspection and Testing

3.2.5.1 Commissioning Team

3.2.5.2 Pre-Functional Checks

3.2.5.3 Testing, Adjusting, and Balancing (TAB) Verification

3.2.5.4 Performance Verification Tests

3.2.5.5 Trend Logs

3.2.5.6 Tests

3.2.6 Systems Training

3.2.7 Training Plan

3.2.8 Systems Manual

3.2.9 Maintenance and Service Life Plans

3.3 COMMISSIONING REPORT

3.4 POST-CONSTRUCTION SUPPORT

-- End of Section Table of Contents --

SECTION 01 46 00.00 06 Page 1

SECTION 01 46 00.00 06

TOTAL BUILDING COMMISSIONING (CONTRACTOR CxA) 09/17

AMENDMENT 0003

AMDT 0003*********************************************************************

PART 1 GENERAL

Commissioning of the building systems listed herein shall be the responsibility of the Contractor. However, due to the limited scope of this project, Commissioning shall be limited to Acceptance Testing in coordination with USACE as detailed below. The Commissioning procedures shall conform to the procedures outlined in this specification.

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00.00 06 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Commissioning Specialists G, DO

Not required for this project

Project Schedule; G, DO

Project construction schedule which includes commissioning milestone activities. Submit within 14 calendar days following the Construction Commissioning Coordination Meeting. Submit one hard copy and an electronic copy.

SD-05 Design Data

Design Review Report; G, DO.

Not required for this project

Design Phase Commissioning Plan; G, DO

Not required for this project

SD-06 Test Reports

Construction Phase Commissioning Plan; G, DO.

Not required for this project

Issues Log

Not required for this project

SECTION 01 46 00.00 06 Page 2

Trend Log Report

Not required for this project

Commissioning Report; G, DO.

Not required for this project

SD-07 Certificates

Certificate of Readiness; G, DO.

Not required for this project

SD-10 Operation and Maintenance Data

Systems Training; G, DO

Submit two copies of the Systems Training recording no later than 14 calendar days following completing of the Systems Training.

Training Plan; G, RO

Submit no later than 30 calendar days prior to the associated training.

Systems Manual; G, DO

Submit Systems Manual no later than 30 calendar days following completion of Functional Performance Tests. Submit three hard copies and an electronic copy.

Maintenance and Service Life Plans; G, DO

Submit the Maintenance Plan and Service Life Plan no later than 30 calendar days following the completion of Functional Performance tests. Submit three hard copies and an electronic copy.

1.2 SYSTEMS TO BE COMMISSIONED

The following systems shall be commissioned:

Heating, Ventilating, Air Conditioning Systems Lighting Systems Plumbing Systems

1.3 COMMISSIONING SPECIALISTS

An independent commissioning specialist is not required for this contract.

1.4 ISSUES LOG

An issues log is not required for this project. The Contractor shall include any Acceptance Testing issues as part of project management activities.

1.5 CERTIFICATE OF READINESS

A Certificate of Readiness is not required for this project. The Contractor shall notify the USACE COR when ready to begin the Acceptance Testing process

SECTION 01 46 00.00 06 Page 3 per this Specification

1.6 SEQUENCING AND SCHEDULING

1.6.1 Sequencing

The Contractor shall not begin acceptance testing until the work in the following sections has been completed UFGS Section 22 00 00 PLUMBING, GENERAL PURPOSE LRL Section 23 05 93.00 06 UFGS Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC , Functional Performance Tests of the interior lighting systems shall begin only after the work and testing required in has been completed.

1.6.2 Project Schedule

The Contractor shall prepare and submit a Project Schedule provided in accordance with LRL section 01 32 01.00 06 PROJECT SCHEDULE to show commissioning milestone activities. Sufficient time shall be included to accommodate the requirements of this specification section. Regardless of the submitted schedule, all requirements of this specification section must be completed prior to system acceptance. The following activities shall be included in the Project Schedule at a minimum:

a. Potable Water System Flushing

b. Operational Tests

c. Disinfection

d. Testing, Adjusting, and Balancing (TAB)

e. TAB Verification in accordance with LRL Section 23 05 93.00 06 TESTING, ADJUSTING AND BALANCING FOR HVAC

f. Performance Verification Tests

g. Functional Performance Testing

h. Deficiency Correction

i. Re-Testing

j. Training

k. Systems Manual, Maintenance Plan, and Service Life Plan Submission

1.7 COMMUNICATION WITH THE GOVERNMENT

This requirement does not apply to this project

PART 2 PRODUCTS(NOT APPLICABLE)

PART 3 EXECUTION

3.1 DESIGN PHASE

3.1.1 Design Commissioning Coordination Meeting

Not required for this project

3.1.2 Design Phase Commissioning Plan

Not required for this project

SECTION 01 46 00.00 06 Page 4

3.1.3 Design Review

Not required for this project

3.2 CONSTRUCTION PHASE

3.2.1 Construction Commissioning Coordination Meeting

Not required for this project

3.2.2 Construction Phase Commissioning Plan

Not required for this project

3.2.3 Design Review

Not required for this project

3.2.4 Construction Submittals

No additional submittals are required for commissioning

3.2.5 Inspection and Testing

Inspection and testing shall demonstrate that all system components have been installed, that each control device and item of equipment operates, and that the systems operate and perform in accordance with contract documents and the Owner's Project Requirements. Requirements in related Sections are independent from the requirements of this Section and shall not be used to satisfy any of the requirements specified in this Section.

The Contractor shall provide all materials, services, and labor required to demonstrate this functionality.

3.2.5.1 Commissioning Team

Does not apply to this project

3.2.5.2 Pre-Functional Checks

Pre-Functional Checklists shall be performed by the Contractor. The Contractor shall notify USACE and NAVFAC at least one week prior to testing. Testing shall not proceed until approved by USACE.

3.2.5.3 Testing, Adjusting, and Balancing (TAB) Verification

The TAB activities described in this section are additional to those in Section 23 05 93 06. In the event of a contradiction, the Contractor shall notify the USACE COR for resolution.

Representatives from USACE and NAVFAC shall witness the TAB Verification performed in accordance with LRL section 23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING OF HVAC

A minimum of 10% of all readings listed in the TAB report shall be rechecked during TAB verification. The readings to be rechecked shall be selected by the Contracting Officer's Quality Assurance Representative. If over 20% of the measurements rechecked fall outside of the specified tolerance from design requirements specified, an additional 10% sample

SECTION 01 46 00.00 06 Page 5 shall be rechecked with selection of readings by the Contracting Officer's Quality Assurance Representative. If over 20% of the total rechecked readings fall outside of the required tolerance, the TAB Report shall be considered invalid and all contract required testing, adjusting, and balancing work shall be repeated.

The Contractor shall be responsible for all necessary insulation repair following completion of TAB Verification.

3.2.5.4 Performance Verification Tests

Not required for this project

3.2.5.5 Trend Logs

Not required for this project

3.2.5.6 Tests

No additional testing is required beyond what is included in this specification

3.2.6 Systems Training

No additional systems training specific to commissioning is required

3.2.7 Training Plan

No additional training plan specific to commissioning is required

3.2.8 Systems Manual

The Contractor shall prepare and submit a Systems Manual.

3.2.9 Maintenance and Service Life Plans

The Contractor shall prepare and submit a Maintenance Plan for the project mechanical, electrical and plumbing, and fire protection systems. The Maintenance Plan shall be prepared in accordance with ASHRAE Standard 180 for heating, ventilation, air conditioning, and refrigeration systems. The Contractor shall develop required inspection and maintenance tasks similar to Section 5 of ASHRAE Standard 180 for the other commissioned systems and fire protection systems.

3.3 COMMISSIONING REPORT

The Contractor shall prepare an Acceptance Test report noting all results and problems encountered.

3.4 POST-CONSTRUCTION SUPPORT

Not required for this project

*********************************************************************AMDT 0003

SECTION 01 46 00.00 06 Page 6

SECTION TABLE OF CONTENTS

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

SECTION 23 05 93.00 06

TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC

08/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SIMILAR TERMS

1.3.1 Work Description

1.4 TAB STANDARD

1.5 QUALIFICATIONS

1.5.1 TAB Firm

1.5.2 TAB Specialist

1.6 TAB SPECIALIST RESPONSIBILITIES

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 DESIGN REVIEW

3.2 TAB RELATED HVAC SUBMITTALS

3.3 TAB SCHEMATIC DRAWINGS AND REPORT FORMS

3.4 TAB Procedures

3.5 Calibrations

3.6 Duct Air Leakage Tests

3.6.1 Duct Air Leakage Test Procedures

3.6.2 Ductwork to be Leakage Tested

3.6.3 Duct Air Leakage Testing

3.6.4 Draft Duct Air Leakage Test Report

3.6.5 Duct Air Leakage Acceptance Test

3.6.6 Final Duct Air Leakage Test Report

3.7 Systems Readiness Check

3.8 TESTING, ADJUSTING, AND BALANCING

3.8.1 Preliminary Procedures

3.8.2 TAB Field Work

3.8.2.1 Units with Coils

3.8.2.2 Refrigeration Equipment

3.8.2.3 Sound Measurement Work

3.8.2.3.1 Areas To Be Sound Measured

3.8.2.3.2 Procedure

3.8.2.3.3 Timing

3.8.2.3.4 Meters

3.8.2.3.5 Calibration

3.8.2.3.6 Background Noise Correction

3.9 TAB Report

3.9.1 Draft TAB Report

3.9.2 Final TAB Report

3.10 TAB Verification

SECTION 23 05 93.00 06 Page 1

3.11 Marking of Setting

3.12 Identification of Test Ports

-- End of Section Table of Contents --

SECTION 23 05 93.00 06 Page 2

SECTION 23 05 93.00 06

TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC

08/16

AMENDMENT 0003

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.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE HVAC APP IP HDBK (2015) HVAC Applications Handbook, I-P Edition

ASSOCIATED AIR BALANCE COUNCIL (AABC)

AABC MN-1 (2002; 6th ed) National Standards for Total System Balance

AABC MN-4 (1996) Test and Balance Procedures

ACOUSTICAL SOCIETY OF AMERICA (ASA)

ASA S1.11 PART 1 (2014) American National Standard Electroacoustics – Octave-Band and Fractional-Octave-Band Filters – Part 1:

Specifications

ASA S1.4 (1983; Amendment 1985; R 2006) Specification for Sound Level Meters (ASA 47)

NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB)

NEBB MASV (2006) Procedural Standards for Measurements of Sound and Vibration; 2nd Edition

NEBB PROCEDURAL STANDARDS (2005) Procedural Standards for Testing, Adjusting and Balancing (TAB) of Environmental Systems

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1780 (2002) HVAC Systems - Testing, Adjusting and Balancing, 3rd Edition

SMACNA 1858 (2004) HVAC Sound And Vibration Manual - First Edition

SECTION 23 05 93.00 06 Page 3

SMACNA 1972 CD (2012) HVAC Air Duct Leakage Test Manual - 2nd Edition

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with LRL Section 01 33 00.00 06 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

TAB Schematic Drawings and Report Forms; G, ]

Submit TAB Schematic Drawings and Report Forms no later than 7 calendar days prior to the start of TAB field work. Submit hard copies and an electronic copy.

SD-03 Product Data

TAB Related HVAC Submittals

Submit an electronic copy of a list of the TAB Related HVAC Submittals, no later than 7 calendar days after the approval of the TAB Specialist.

Duct Air Leakage Test Procedures; G, Submit Duct Air Leakage Test Procedures no later than 7 calendar days prior to the start of duct air leakage tests. Submit three hardcopies and one electronic copy.

TAB Procedures; G, Submit TAB Procedures concurrent with the TAB Schematic Drawings and Report Forms. Submit three hard copies and an electronic copy.

Calibrations; G, Submit Calibration concurrent with the TAB Schematic Drawings and Report Forms. Submit three hard copies and an electronic copy.

Duct Air Leakage Tests

Submit proposed date and time to begin the Duct Air Leakage Tests, no later than 7 calendar days prior to the start of the Systems Readiness Check.

Systems Readiness Check

Submit proposed date and time to begin the Systems Readiness Check, no later than 7 calendar days prior to the start of the Systems Readiness Check.

TAB Field Work; G, Submit proposed date and time to begin TAB field work concurrent with the Systems Readiness Check Report.

SECTION 23 05 93.00 06 Page 4

TAB Verification; G, Submit proposed date and time to begin the TAB Verification, concurrent with the Draft TAB Report.

SD-06 Test Reports

Design Review Report; G, Submit the Design Review Report no later than 14 calendar days after approval of the TAB Firm and the TAB Specialist. Submit one hard copy and an electronic copy.

Draft Duct Air Leakage Test Report; G, Submit the one hardcopy and an electronic copy of the Draft…