W9126G20R0592_am2.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G20R0592

X 9B. DATED (SEE ITEM 11)

27-Apr 20

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21 Aug 2020

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

Work under this contract must begin before January 1, 2021. This is a material term of the contract. Failure to meet this requirement may result in termination.

The Solicitation for TEMF Building 2824 and Building 2850 Renovation; Fort Polk, Louisiana is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Phase 2 Proposal Receipt date is extended to 9 September 2020 at 2:00 pm, CT.

X

W9126G20R0592

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20R0592

CHANGES TO SPECIFICATIONS

1. Replacement Specifications - Replace the sections listed below with the attached revised sections of the same name and number, noted W9126G20R0592, AMENDMENT 0002

End of Summary of Changes

01 10 00.01 BLDG 2824 - SUMMARY OF WORK

01 10 00.02 BLDG 2850 - SUMMARY OF WORK

1. Replacement Drawings - Replace the drawings listed below with the attached revised drawing of the same name and number, noted W9126G20R0592, AMENDMENT 0002

A-101 BLDG 2824 - FIRST FLOOR PLAN

A-400 BLDG 2824 - ENLARGED PLAN & ROOF PLAN

A-101A BLDG 2850 - FIRST FLOOR PLAN

A-400A BLDG 2850 - ENLARGED PLAN & ROOF PLAN

Polk Tactical Equipment Maintenance Facility (TEMF) Reno.- Bldgs. 2824 & 2850 Fort Polk, Louisiana Solicitation No. W9126G20R0592

Bldg 2824 Section 01 10 00.01 Page 1

Section 01 10 00.01

BUILDING 2824

SCOPE OF WORK

Table of Contents

Part 1 General Part 2 Design Part 3 Civil/Site Engineering Part 4 Architectural Part 5 Mechanical Engineering Part 6 Electrical Engineering Part 7 Structural Engineering Part 8 Fire Protection Engineering

Part 1: General

This project is the design/build renovation of Tactical Equipment Maintenance Facility (TEMF) 2824. The bid schedule identifies the various items of work as being part of the base bid or options.

1.1 Description of Work

This project shall include the design and construction renovations for TEMF 2824, to include roof replacement, exterior wall panel replacement, exterior and interior renovations and improvements, joint sealing for the hardstand area, and additional POV parking areas.

The Contractor shall perform a thorough inspection of the TEMF and site prior to submitting a proposal. The Contractor shall be responsible for verifying all conditions, loadings, and dimensions, as stated in this document.

Due to statutory limitations for the funding provided for this project, new construction, new features of work, and/or new amenities are restricted to those specifically identified in this summary of work or on the Appendix B drawings.

1.2 Phasing / Sequencing of Work

TEMF 2824 is currently occupied. The government will cease operations throughout the interior of the building during construction. The contractor shall relocate all furniture, fixtures and equipment to a temporary storage facility provided by the contractor. At the end of construction, the contractor shall return all items to their current location.

W9126G20R0592, AMENDMENT 0002

Bldg 2824 Section 01 10 00.01 Page 2

Hardstand areas to be completed in four (4) phases, with 25% of hardstand areas to be vacated at a time. Resealing the joints and restriping work shall be sequenced and coordinated with the customer to allow a minimum of 50% of the hardstand to remain in use while this work is being performed.

25% of hardstand area to be for contractor laydown area. Provide temporary fencing or secure building nightly.

Part 2 Design

2.1 DESIGN REQUIREMENTS

The project shall be designed and constructed in accordance with the military criteria in conjunction with industry-standard criteria, materials, and efficient practices. The latest version of building codes shall be used as design guides provided there are no conflicts with the above requirements.

In the event that a conflict exists between standards, the military standards take precedence. The building design and the materials selected shall be high quality, durable, easily maintained and meet the specifications. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which the design and construction are based.

2.2 INDUSTRY CRITERIA

Applicable design and construction criteria references are listed in Table 1 below and shall be taken from the most current references as of the date of issue of the contract. This list is not intended to include all criteria that may apply or to restrict design and construction to only those references listed.

See also Paragraph 2.3 for additional facility-specific applicable criteria.

Table 1: Industry Criteria

Air Conditioning and Refrigeration Institute (ARI)

ARI 445 550/590 Room Air-Induction Units Water chilling packages using the vapor compression cycle

ARI 880 890 Air Terminals Air diffusers

ARI 1060 Air to Air Heat Exchangers for Energy Recovery Ventilation Heat Equipment.

Air Movement and Control Association (AMCA)

AMCA 210 Laboratory Methods of Testing Fans for Rating

Bldg 2824 Section 01 10 00.01 Page 3

American Architectural Manufacturers Association (AAMA)

AAMA 605 Voluntary Specification Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

AAMA 611 Voluntary Specification for Anodized Architectural Aluminum

AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections

American Bearing Manufacturers Association (AFBMA)

AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings

AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Boiler Manufacturers Association (ABMA)

ABMA ISEI Industry Standards and Engineering Information

American Concrete Institute

ACI 318-14 Building Code Requirements for Structural Concrete

ACI SP-66 ACI Detailing Manual.

ACI 301-16 Specifications for Structural Concrete

TMS 402/602-16 Building Code Requirements and Specifications for Masonry Structures

Architectural Barriers Act (ABA)

ABA Accessibility Standards for DOD Facilities

(ABA Standards)

American Institute of Steel Construction (AISC)

Bldg 2824 Section 01 10 00.01 Page 4

AISC 325-17 Manual of Steel Construction (latest version)

AISC 360-16 Specification for Structural Steel Buildings

American National Standards Institute 11 (ANSI)

ANSI Z21.45 Flexible Connectors of Other Than All-Metal Construction for Gas Appliances

ANSI/IEEE C2 National Electrical Safety Code

ANSI/AF&PA NDS National Design Specification for Wood Construction

American Society of Civil Engineers (ASCE)

ASCE 7-16 Minimum Design Loads for Buildings and Other Structures

ASCE 37 Design and Construction of Sanitary and Storm Sewers, Manuals and Reports on Engineering Practice [sanitary sewer and storm drain design criteria]

American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE)

ASHRAE 90.1 Energy Standard for Buildings Except Low-Rise Residential Buildings –

• HVAC design and energy modeling must be in accordance with ASHRAE 90.1-2010

• Continuous air barrier inspection and testing must be in accordance with the requirements of ASHRAE 90.1 2013, “Continuous Air Barrier” with the following exceptions: Maintenance bays and similar areas that are not fully air conditioned shall be inspected only. Per UFC 3-101-01.

• Lighting design must be in accordance with

ASHRAE 90.1-2016

ASHRAE 189.1-2014 Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASHRAE Guideline 1 The HVAC Commissioning Process

ASHRAE Hdbk-IP Handbook

Fundamentals I-P Edition

ASHRAE Standard 15-

(AM-0002)>2013 2016

<(AM-0002)

Safety Standard for Refrigeration Systems

(AM-0002)> <(AM-0002)

(AM-0002)> <(AM-0002)

Bldg 2824 Section 01 10 00.01 Page 5

ASHRAE Standard 62.1-

(AM-0002)>2010 2016

<(AM-0002)

Ventilation for Acceptable Indoor Air Quality

American Society of Mechanical Engineers International (ASME)

ASME BPVC SEC VII Boiler and Pressure Vessel Code: Section VII Recommended Guidelines for the Care of Power Boilers

American Water Works Association (AWWA)

Standards [standards for water line materials and construction]

American Welding Society

AWS D1.1/D1.1M -15 with Errata’s

Structural Welding Code – Steel

AWS D1.3/D1.3M-18 Structural Welding Code – Sheet Steel

Architectural Woodwork Institute (AWI)

AWI Quality Standards

Associated Air Balance Council (AABC)

AABC MN-1 National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems

AABC Associated Air Balance Council Testing and Balance Procedures

Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA A156 Series American National Standards for Builders Hardware

Building Industry Consulting Service International

Telecommunications Distribution Methods Manual (TDMM)

Customer-Owned Outside Plant Design Manual (CO-OSP)

Code of Federal Regulations (CFR)

10 CFR 430 Energy Conservation Program for Consumer Products

Bldg 2824 Section 01 10 00.01 Page 6

Consumer Electronics Association

CEA 709.1B Control Network Protocol Specification

CEA 709.3 Free-Topology Twisted-Pair Channel Specification

CEA 852 Tunneling Component Network Protocols Over Internet Protocol Channels

Crane Manufacturers Association of America (CMAA)

CMAA 70-15 Specification for Top Running Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes

CMAA 74-15 Specifications for Single Girder Cranes

Electronic Industries Association (EIA)

EIA/TIA 568-B Commercial Building Telecommunications Cabling Standards

ANSI/EIA/TIA 569-B Commercial Building Standard for Telecommunications Pathways and Spaces

J-STD EIA/TIA 607 Commercial Building Grounding and Bonding Requirements for Telecommunications

Federal Highway Administration (FHWA)

FHWA-NHI-01-021 Hydraulic Engineering Circular No. 22, Third Edition, URBAN DRAINAGE DESIGN MANUAL and U.S. Weather Bureau Technical Paper No. 40, dated May 1961

Government Safety Requirements

UFGS 01 35 26 Government Safety Requirements

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

Illuminating Engineering Society of North America (IESNA)

IESNA Lighting Handbook Reference and Application

Bldg 2824 Section 01 10 00.01 Page 7

Institute of Electrical and Electronics Engineers Inc. (IEEE)

Standard for Use of the International System of Units (SI): the Modern Metric System

International Code Council (ICC)

IBC 2018 International Building Code 2018

Note: All references in the International Building Code to the International Electrical Code shall be considered to be references to NFPA 70.

All references in the International Building Code to the International Fuel Gas Code shall be considered to be references to NFPA 54 and NFPA 58.

All references in the International Building Code to the International Fire Code shall be considered to be references to Unified Facilities Criteria (UFC) 3-600- 01.

IMC International Mechanical Code

IPC International Plumbing Code

IEC Energy Conservation Code (IEC) – Deleted DEC 2007- Refer to Paragraph 5.3.2, ENERGY CONSERVATION requirements.

IGC International Gas Code - not applicable. Follow NFPA 54, National Fuel Gas Code and NFPA 58, Liquified Petroleum Gas Code.

International Organization for Standardization (ISO)

ISO 6781:1983 Qualitative detection of thermal irregularities in building envelopes – infrared method

Metal Building Manufacturers Association (MBMA)

MBSM -18 Metal Building Systems Manual

Midwest Insulation Contractors Association (MICA)

National Commercial and Industrial Insulation Standards Manual

Bldg 2824 Section 01 10 00.01 Page 8

National Association of Corrosion Engineers International (NACE)

NACE RP0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE RP0185 Extruded, Polyolefin Resin Coating Systems with Adhesives for Underground or Submerged Pipe

NACE RP0285 Corrosion Control of Underground Storage Tank Systems by Cathodic Protection

NACE RP0286 Electrical Isolation of Catholically Protected Pipelines

National Electrical Manufacturers Association (NEMA)

National Environmental Balancing Bureau (NEBB)

Procedural Standards Procedural Standards for Testing Adjusting Balancing of Environmental Systems

National Fire Protection Association (NFPA)

NFPA 10- 2018 Standard for Portable Fire Extinguishers

NFPA 13 - 2019 Installation of Sprinkler Systems

NFPA 20- 2019 Standard for the Installation of Stationary Pumps for Fire Protection.

NFPA 24- 2019 Standard for the Installation of Private Fire Service Mains and Their Appurtenances [underground fire protection system design]

NFPA 30- 2018 Flammable and Combustible Liquids Code

NFPA 30A- 2018 Code for Motor Fuel Dispensing Facilities and Repair Garages

NFPA 54- 2018 National Fuel Gas Code

NFPA 70- 2020 National Electrical Code

NFPA 72- 2019 National Fire Alarm Code

NFPA 80- 2019 Standard for Fire Doors and Fire Windows

Bldg 2824 Section 01 10 00.01 Page 9

NFPA 90a- 2018 Installation of Air Conditioning and Ventilating Systems

NFPA 101- 2018 Life Safety Code

NFPA 291- 2019 Recommended Practice for Fire Flow Testing and Marking of Hydrants

NFPA 400- 2019 Hazardous Materials Code

National Roofing Contractor’s Association (NRCA)

Roofing and Waterproofing Manual

Plumbing and Drainage Institute (PDI)

PDI WH201 Water Hammer Arrestors

Rainfall Frequency Atlas

US Atlas- NOAA Rainfall frequency Atlas of the United States for Durations from 30 minutes to 24 hours, and return periods from 1 to 100 years.

Sheet Metal and Air Conditioning Contractor’s National Association (SMACNA)

SMACNA HVAC Duct Construction Standards

HVAC Duct Construction Standards - Metal and Flexible

SMACNA Architectural Manual

Architectural Sheet Metal Manual

SMACNA HVAC TAB HVAC Systems - Testing, Adjusting and Balancing

State/Local Regulations

State Department of Transportation Standard Specifications for Highway and Bridge Construction, latest edition.

Sedimentation and Erosion Control Design Requirements

Environmental Control Requirements

Storm Water Management Requirements

Bldg 2824 Section 01 10 00.01 Page 10

2.3 MILITARY CRITERIA

The project shall conform to the following criteria. Certain design impacts and features due to these criteria are noted for the benefit of the offeror.

However, all requirements of the referenced criteria will be applicable, whether noted or not, unless otherwise specified herein. The current edition as of the date of the contract award is applicable. Dates listed below are current as of the date this RFP was submitted.

UFC 1-200-01, 08 October 2019, DoD Building Code General Building Requirements

UFC 1-200-02 – High Performance And Sustainable Building Requirements.

Footnote 1 of Table 1-1 UFC 1-200-02 (Oct. 2019) indicates that the Project Delivery Team (PDT) can define the requirements relative to the scope of the project/work. The PDT has determined that the CMU exterior walls and the overhead coiling doors are not in the scope of work for sustainability energy analysis. Many overhead coiling doors are to be replaced with insulated doors, as indicated below. The sustainability documentation will be reviewed by a third-party commissioning agent rather than Third-Party Certification.

UFC 3-101-01 – Architecture

UFC 3-301-01, 01 October 2019, Structural Engineering

American Water Design Guide

American Water Design Specifications and Standard Details

Louisiana Department of Health and Hospitals (LDHH)

Louisiana DOTD, Office of Highways

Louisiana Department of Environmental Quality

Steel Door Institute (SDI)

ANSI A250.8/SDI 100 Standard Steel Doors and Frames

Uniform Federal Accessibility Guidelines (UFAS)

JTRC and Fort Polk Regulation 200-1 Environmental Quality

Installation Environmental Performance Requirements

Available at:

https://home.army.mil/polk/application/files/8115/5248/8821/JRTC_and_FP_Reg_200-1.pdf

Bldg 2824 Section 01 10 00.01 Page 11

UFC 3-401-01 – Mechanical Engineering

UFC 3-410-01 – Heating, Ventilating, And Air Conditioning Systems

UFC 3-410-02 – Direct Digital Control For HVAC And Other Building Control Systems

UFC 3-420-01 – Plumbing Systems

UFC 3-501-01 – Electrical Engineering

UFC 4-010-01, 12 December 2018, DoD Minimum Antiterrorism Standards for Buildings

UFC 4-020-01, 11 September 2008, DoD Security Engineering Facilities Planning Manual

UFC 4-214-02, March 2015, Tactical Equipment Maintenance Facilities (TEMF) Standard Design, available at https://mrsi.erdc.dren.mil/cos/standard-designs

Tactical Equipment Maintenance Facilities (TEMF) Legacy Facilities Renovation Study, available at:

https://mrsi.erdc.dren.mil/cos/standard-designs

Architectural and Engineering Instruction Manual, Southwest Division January 2003

Hydraulic Engineering Circular No. 22

I3A Installation Information Infrastructure

UFC 3-210-10 Low Impact Development

UFC 3-230-17FA Drainage in Areas Other than Airfields

UFC 3-580-01 Telecommunications Bldg Cabling Systems Planning/Design

UFC 3-600-01, 8 August 2016, Change 4, 7 February 2020: Fire Protection Engineering for Facilities

UFC 4-021-01, 9 April 2008, Change 1, January 2010: Design and O&M: Mass Notification Systems

Technical Guide for Installation Information Infrastructure Architecture (I3A)

Bldg 2824 Section 01 10 00.01 Page 12

2.4 DESIGN FEATURES

The design of architectural, interior, structural, mechanical, fire protection, electrical, environmental, civil, and other engineering features of the work shall be accomplished and reviewed and approved by engineers, architects, and interior designers registered to practice in their respective professional fields.

The Contractor shall comply with the requirements of the Louisiana Department of Environmental Quality (LDEQ), LDEQ General Permit No. LAR 200000. The Contractor is responsible for providing and maintaining the pollution prevention plan. The contractor shall be required to apply for Construction related storm water permits and pay the permitting fees. The contractor shall send a copy of the storm water application and proof of payment of the fee to the contracting officer, who will then forward to the installation’s environmental division (ENRMD). The contractor is required to send LDEQ a Notice of Termination of the storm water permit when construction activities are completed. A Notice of Termination shall not be filed until Final Stabilization is achieved.

Comply with JTRC and Fort Polk Regulation 200-1 Environmental Quality Installation Environmental Performance Requirements. Available at:

https://home.army.mil/polk/application/files/8115/5248/8821/JRTC_and_FP_Reg _200-1.pdf Comply with “JRTC and FORT POLK – ENVIRONMENTAL SPECIFICATIONS FOR CONTRACTS As of 4 DEC 2019” in the Attachments of this package.

2.5 DESIGN UNITS

The designs shall be developed using the English inch-pound (I-P) system of units. This project includes inch-pound units of measurements. Submittals for Government approval or information only shall cover the I-P products furnished for the project. The Contractor shall submit the required drawings and calculations in the same units used in the contract documents describing the product or requirement unless otherwise instructed or approved.

Part 3 Civil / Site Engineering

3.0. SITE PLANNING AND DESIGN GENERAL. See sheet CS100 for

the project location keymap.

3.0.1. EXISTING CONDITIONS. The site is located within the 2800 Building block.

The 2800 Block is bound by New Jersey Avenue to the North, Georgia Avenue to the West, Pennsylvania Avenue to the South, and Texas Avenue to the East. The main access point is on Pennsylvania. The building address is: 6843 Georgia Avenue, Fort Polk, LA 71459.

3.0.2. The Contractor’s work shall include, but not limited to: resealing joints in the existing hardstand, replacing sunken pavement, curb removal, restriping the existing hardstand, site grading, storm drainage, new asphalt POV parking lot, and all details necessary for construction. The project site shall be

Bldg 2824 Section 01 10 00.01 Page 13 designed and constructed in accordance with the following criteria:

a. The Contractor shall be responsible for the design and construction of site and facilities within the specific site responsibility areas defined.

• The Contractor shall remove the existing striping on the hardstand around Building 2824 and restripe the hardstand with white paint as the existing configuration shows. The vehicle numbers on the hardstand shall be removed but not be repainted. The pavement markings shall comply with the installation requirements and the Manual on Uniform Traffic Control Devices.

• The Contractor shall remove, clean and replace all joints around the building perimeter. The perimeter of the building is approximately 600 feet.

• The Contractor shall replace any sidewalks damaged during the construction of this contract to its original or better condition. The Contractor shall provide sod for all graded and disturbed areas.

• The Contractor shall provide a final Grading Plan. The Contractor shall ensure drainage away from the buildings and that new surface inlets and curb inlets are properly sized for the drainage directed to each inlet.

• See CLIN Options. The Contractor shall construct a new asphalt parking lot on the west side of Georgia Avenue at the location shown on sheet CS101. The parking lot shall be constructed with curb and gutter and have proper drainage that complies with the storm design requirements. Any existing overhead or underground utilities in the vicinity of the new parking shall remain. The flexible pavement section at a minimum shall be a minimum of two (2) 1.5” pavement lifts for a total of 3” of HMAC, 7” base course with CBR=50 compacted to at least 100 percent of maximum laboratory density (ASTM D 1557), geotextile layer, 6” drainage layer consisting of open-graded gravel compacted to at least 95 percent of maximum laboratory density (ASTM D 1557), geotextile layer, and 6” Raw Subgrade compacted to at least 90 percent of maximum laboratory density (ASTM D 1557). Drainage within the drainage layer to be facilitated through underdrain piping or surface drainage (daylighting). Parking stalls for the new parking lot shall be 9 ft. x 18 ft. Provide striping for the new parking lot and restripe the existing parking lot using the existing configuration.

The striping work shall be sequenced to keep one parking lot in service. The pavement markings shall comply with the installation requirements and the Manual on Uniform Traffic Control Devices.

• The Contractor shall remove, clean and replace all joints in the

Bldg 2824 Section 01 10 00.01 Page 14 hardstand around building 2824.

Specific work shall include, but not be limited to the following (see sheet CS101 for numbered scope item locations). Additionally, all work items noted as (American Water) will be designed and performed by private water supplier but shall be coordinated by the contractor with all other work activities. Coordination shall be through the Fort Polk DPW utility COR, and with American Water:

1. Remove and replace water service valve (American Water)

2. Replace bollards to protect hydrant

3. Remove and replace damaged light pole

4. Remove and replace sunken hardstand (approximately 35 SY)

5. Remove concrete curb and repair hardstand as needed (approximately 350 SY)

6. Remove and repaint striping on hardstand

7. Construct 50 space asphalt POV parking lot

8. Remove, clean and seal all joints in hardstand, evaluate concrete panels in hardstand and replace approximately 5% of concrete panels

9. Demolish and remove guard house

10. Install fence across demolished guard house

b. The Contractor shall accept the site as is and be solely responsible for all surveys required. Excess soil may not be wasted within the work area without the written approval of the Contracting Officer’s Representative (COR). All waste material shall be disposed of on post and coordinated with the Directorate of Public Works (DPW).

c. Construction trailer complex will not be allowed on the project site.

Contractor lots are available for use during the period of performance of this project on a space-available basis. Refer to Section 01 35

12.00 44, Special Project Procedures for Fort Polk, for additional information.

d. All temporary utilities are the responsibility of the Contractor. The Contractor shall coordinate with the American Water Enterprise

Bldg 2824 Section 01 10 00.01 Page 15

Military Services Group (AW) if temporary water is required.

e. The Contractor shall provide electronic design files (CADD/GIS) for the site as part of their design and construction responsibilities.

f. DESIGN SUBMITTAL: The Contractor’s site design shall include separate drawings to include, but not limited to Demolition Plan, Storm Drainage Plan, Grading Plan, Layout Plan, Utility Plan, Profiles.

Complete design calculations shall be included in a design analysis for site development items such as storm drainage and storm drainage structures. See also Section 01 33 16.00 10 Design After Award.

g. The Contractor is responsible for obtaining all necessary permits required for construction. A digging permit shall be obtained before any excavation is begun. Digging permits at Fort Polk require 3-4 in-person visits of several hours each.

3.1. SITE ENGINEERING

3.1.1. BASE UTILITY INFORMATION AND DESIGN REQUIREMENTS

Water, Sanitary Sewer and Electric have Privatized Utility Providers (PUP) at Fort Polk. The PUPs own and operate the utilities up to the point of demarcation, and the individual projects are responsible for everything on the building side of the demark.

The contractor shall coordinate though the Fort Polk DPW PUP Contracting Officer Representative (COR) for each utility. Coordinate during design and construction. All outages shall be coordinated well in advance of need or occurrence.

3.1.2. WATER DISTRIBUTION: The design and construction of water distribution piping shall be in accordance with UFC 3-230-01 for water distribution system criteria. The PUP is American Water. The demark for bidding purposes is the first valve inside the building. Verify during design.

3.1.3. SANITARY SEWER: There are no renovations to the sanitary sewer service lines required with this project. The Contractor shall repair or replace any existing utilities damaged during construction. The PUP is American Water.

The demark for bidding purposes is the first cleanout closest to the building.

Verify during design. There is no known sanitary sewer work in this project.

3.1.4. STORM DRAINAGE SYSTEM: The design and construction of the storm drainage system shall be in accordance with UFC 3-230-17FA Drainage in Areas Other than Airfields, Federal Highway Administration Publication No.

FHWA-NHI-01-021, Hydraulic Engineering Circular No. 22 Second Edition URBAN DRAINAGE DESIGN MANUAL, and U.S. Weather Bureau Technical Paper No. 40, dated May 1961, Rainfall Frequency Atlas of the United States for Durations from 30 minutes to 24 hours, and return periods from 1 to 100 years. Design of the storm drainage system shall incorporate

Bldg 2824 Section 01 10 00.01 Page 16 the principles of Low Impact Development (LID), as detailed in UFC 3-210- 10 DESIGN: LOW IMPACT DEVELOPMENT MANUAL. The Contractor has the option of using concrete pipe, corrugated steel pipe, corrugated aluminum alloy pipe, PVC or Corrugated PE pipe for the underground storm drain pipes, where applicable. The Contractor is responsible for designing the storm drainage system to be as economical as possible, while taking into account the topography, drainage area, and outfall locations, as well as coordination with existing drainage systems, and existing and future underground utilities. During the construction of the facilities, the Contractor shall be responsible for the SWPPP for the entire construction site limits.

3.1.5. STORMWATER MANAGEMENT MEASURES: Install stormwater

management measures that meet the requirements of Section 438 of the Energy Independence and Security Act of 2007. The Contractor's design shall maintain or restore, to the maximum extent technically feasible, the predevelopment hydrology of the site with regard to the temperature, rate, volume, and duration of flow in accordance with Section 438 of the Energy Independence and Security Act of 2007. The design of the stormwater management facilities shall be in accordance with the Environmental Protection Agency’s (EPA) Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act, dated December 2009.

3.1.6. NATURAL GAS: Natural gas service will NOT be modified. The demark for natural gas for bidding purposes is the building side of the meter. For bidding purposes, there are no changes to the natural gas service needed. Verify during design.

3.1.7. HARDSTAND REPAIR: The design and construction of hardstand repair and replacement shall conform to UFC 3-250-04 STANDARD PRACTICE FOR CONCRETE PAVEMENTS. Concrete joint types shall be consistent with original pavement design intent and adjacent joint types.

3.1.8. HARDSTAND JOINT SEALING: Hardstand joint sealing shall conform to UFC 3-250- 08FA, including joint cleaning and sealant replacement.

3.1.9. SECURITY FENCING: Security fencing shall conform to UFC 4-022-04 SECURITY

FENCES AND GATES.

3.1.10. ELECTRICAL SERVICE: There are no changes to the electric service for bidding purposes. Verify during design. The PUP is Entergy, the power supply is considered reliable with outages totaling 124 minutes from Oct, 2017 through March 2020, therefore no generator is required for electric fire pumps. The demark for bidding purposes is the secondary side of the transformer, which is close to the building. If any work is indicated for light poles, for bidding purposes we believe they are fed from the building, so the electrical would be in this contract. Verify during design. The DPW PUP COR is Linda C. Howard, DPW O&M Division, Privatized Utilities COR, Bldg 2824 Section 01 10 00.01 Page 17

Ft. Polk, LA 71459, 337-531-1439, Linda.C.Howard.CIV@mail.mil

3.2. SITE STRUCTURES AND AMENITIES

3.2.1. LOUISIANA POLLUTANT DISCHARGE ELIMINATION SYSTEM (LPDES).

The Contractor shall comply with the requirements of general permit number LAR200000. The Contractor is responsible for providing and maintaining his construction activity storm water pollution prevention plan (SWPPP).

3.2.2. FORCE PROTECTION. The Contractor shall adhere to the applicable levels of protection as specified in UFC 4-010-01 to the extent required for the renovations being made to this facility.

Part 4 Architectural

4.1 General Description

See bid schedule for the list of bid options. Unless listed as “Bid Option,” the base bid work shall include renovations to existing buildings as follows:

(a) Existing interior and exterior finishes shall be replaced as indicated in drawings with durable, easily maintainable materials that are aesthetically similar to an industrial office environment.

(b) New finishes and 50% of interior doors and 100% of exterior swing doors and hardware will be replaced throughout the building.

Hardware on remaining doors shall be adjusted and 50% replaced. The DB DOR will inventory the doors and will provide recommendations to the COR for review. The worst/most important doors are to be selected for replacement.

(c) The contractor shall provide utility connections to appliances and equipment indicated to be Government Furnished, Government Installed

(GFGI).

(d) The existing metal roof shall be replaced with a new Standing Seam Metal Roof System (SSMRS) with a minimum Solar Reflectance Index (SRI) of 39. Roof system shall include all trims, gutters, downspouts, curbs, fascias, soffits and required accessories.

Roofing shall meet the wind loading requirements in the “Roofs” paragraph below.

(e) The existing exterior metal wall panels shall be replaced compatible with SSMRS and painted to match the base standard color.

CLIN OPTION: Existing exterior metal wall panels shall be replaced with an insulated sandwich panel compatible with SSMRS, instead of field

Bldg 2824 Section 01 10 00.01 Page 18 applied insulation.

(f) First and second-floor administration and open areas shall be renovated as follows:

(1) All metal panel partitions, including metal liner panels installed on the interior face of exterior walls, shall be removed and replaced with gypsum wallboard partitions on metal studs. All drywall exposed to high traffic areas like corridors and staging areas shall be impact resistant. All drywall located in damp areas shall be mold resistant and water-resistant. All areas to receive tile shall be tile backer cementitious board.

(2) Approximately 50% of interior personnel doors shall be removed and replaced with new doors. Door removal and installation shall include frames, hardware and any accessories. See drawings for additional information.

(3) All suspended acoustical tile (ACT) ceilings shall be replaced with 2’ x 2’ suspended ACT system complete with all lighting fixtures, fire protection, HVAC & Communication ceiling-mounted equipment.

Other indicated areas shall have suspended gypsum board ceiling systems.

(4) New floor finishes shall be installed at all office areas, latrine, and interior rooms. All floor finishes to be polished concrete, except latrine and the Comm room or enclosure.

(5) New plumbing fixtures and accessories shall be installed in all restroom areas.

(6) New High-Density Polyethylene HDPE, Class A fire rated toilet partitions shall be provided, with full height stainless steel hinges and stainless steel hardware.

4.2 Demolition

4.2.1 TEMF Building 2824

4.2.1.1 Interior

(a) Admin Areas: Remove all ceiling, and floor finishes, doors as applicable, frames, and hardware, as indicated. Remove all metal liner panels on the interior side of the exterior walls. See other sections of this document for the demolition of electrical, mechanical items. Prepare all surfaces to receive new appliances, fixtures, doors and frames as required.

(b) The contractor shall move all furniture to a conditioned storage

Bldg 2824 Section 01 10 00.01 Page 19 space provided by the contractor. Near the end of the project the contractor shall return all furniture to its original location. The contractor shall coordinate with the user any existing equipment to be re-used so that it may be protected in place or temporarily removed or stored in conditioned storage space provided by the contractor. The Contractor is responsible for moving of any remaining excess furniture and shall dispose of or store in conditioned space provided by the contractor. Any damaged furniture or equipment to be protected-in-place or stored during construction shall be repaired or replaced with an item that has the same size, function and appearance at the contractor’s expense.

4.2.1.2 Exterior

(a) Remove all metal wall panels, downspouts, personnel doors & door frames (unless noted otherwise), including all hardware and accessories from Bldg. 2824. Coordinate removal or protection of other existing wall-mounted equipment with appropriate discipline.

(b) Remove all existing metal roof system from Building 2824, including trim, gutters, fascias, ridge vents, skylights, roof underlayments, insulation and insulation retainers, as applicable. Coordinate all roof penetrations with appropriate discipline and prepare the structure to receive a new roof system as required.

(c) Existing exterior overhead doors: Contractor shall repair and/or replace all damaged doors and door frames from Bldg. 2824 as required.

See notes on drawings for an approximate count of doors to be completely replaced vs. repair/ motorization work. Overhead doors shall include frames, guides, motors, controls, manual chain override, safety stop, and any other attachment needed to make it a fully functional motorized door with electrical push button operation.

(d) Repair/replace cast iron downspout boots. Refer to drawings.

Existing downspouts discharge on pavement. Provide new downspouts that also discharge on pavement with 2-foot extensions away from building and/or splash blocks.

4.2.1.3 Environmental Surveys and Abatement

The Record of Environmental Consideration (REC) for the building is provided in Appendix D. In addition to the materials identified in the REC, the Contractor shall assume for bidding purposes that asbestos-containing materials and/or lead are present in the following materials: all pipes; the ceiling texture throughout the building; floor mastic and VCT; paint on the door frames, stair railings, and bollards; caulking in the exterior control/expansion joints; caulking around windows and doors;

telecommunications copper building service splices (lead splices). The

(AM-0002)>

<(AM-0002)

Bldg 2824 Section 01 10 00.01 Page 20

Contractor shall perform an environmental survey of the building after award to determine actual abatement requirements. If the Contractor’s environmental survey and the REC both indicate that abatement of a particular material is not necessary, a modification will be issued to delete the unnecessary abatement.

4.3 New Work

The new work will be applicable to building 2824, except as indicated herein.

4.3.1 Functional/Operational Requirements

The plans in Appendix B show the intended functional layout of Building 2824.

4.3.1.2 Accessibility Requirements

Able-bodied soldiers occupy TEMF facilities; therefore, the Architectural Barriers Act (ABA) requirements do not apply to TEMF facilities.

4.3.1.3 Repair and Maintenance Bays

(a) Pressure-wash all floors, provide new finishes as indicated and paint all exposed structural steel frame. Prepare steel structure as required to install new exterior metal wall panels.

(b) The restroom areas shall receive new tile floors and walls. All bathrooms are to receive full height tile on walls. Provide a minimum 6 foot high wall tile wainscot in janitor closets. Ceramic floor tile size shall be a minimum of 12 inches by 12 inches, except when trimmed at borders. All substrate for wall tile shall be ½ inch minimum thickness cementitious backer boards. Restrooms shall receive new wash fountains or lavatories (see drawings). All countertops shall be a composite material, minimum ¾ inch (2 cm) thick throughout the material unless specified otherwise, and be abrasion-resistant. All edges shall be beveled or radiused. All faucets and tub/shower valves shall use the same interchangeable, ceramic cartridge and be single handed.

Balancing valves shall have an adjustable flow control.

(c) Refer to structural, mechanical & electrical chapters for additional requirements in Repair Bays.

(d) Provide new concrete-filled steel pipe bollards around unprotected permanent mechanical equipment located around the perimeter of the building.

Bldg 2824 Section 01 10 00.01 Page 21

(e) All interior bays shall be cleaned, patched and repaired where needed. CMU walls shall be painted with semi-gloss paint See Fort Polk Standard Color Schedule at the end of this section.

(f) Provide new doors and hardware as indicated in drawings in Appendix B.

(g) Provide new wall and floor finishes in all areas. Paint walls. All floor finishes to be polished concrete, except latrine and the Comm room or enclosure.

4.3.1.4 Administrative Areas

(a) Provide and install new suspended ACT or gypsum ceiling system as indicated in drawings in Appendix B.

(b) Provide new doors and hardware as indicated in drawings in Appendix B.

(c) Provide new wall and floor finishes as indicated in all areas. Paint walls. All floor finishes to be polished concrete, except latrine and the Comm room or enclosure.

4.3.1.5 Fire Extinguisher Cabinets and Fire Extinguishers

Furnish and install fire extinguisher cabinets (FEC) and fire extinguishers as required by applicable codes and criteria. Fire extinguishers shall be a minimum of 15 lbs Type ABC. Fire extinguisher cabinets mounted on fire-rated walls or partitions shall be appropriately rated for that wall. Similarly, any other equipment, panel, accessory or wall mounted item shall not diminish or compromise the fire rating of rated walls. If any item called to be recessed on the wall is not available as a fire-rated assembly, or a rated assembly cannot be constructed around it, the item shall be surface mounted on the wall.

4.3.2 Hardware

4.3.2.1 Emergency Key Box

Provide a non-destructive emergency access system with the following features:

• Rapid Entry System

• Knox-Box 3200 series w/ tamper switch (connected to fire alarm system)

• Exterior dimension: Recessed mount- 7” H x 7” W x 3 ¼” D

Bldg 2824 Section 01 10 00.01 Page 22

• Lock UL Listed. Double-action rotating tumblers and Hardened steel pins accessed by a biased cut key.

• Finished Pre-treated – Zinc-phosphate to Federal Standard TTC 490 Type II

• Final Coating – weather-resistant interior and Exterior TGIC polyester powder coat.

• Finish Color – Black

• P/N: 3200 Series KNOX-BOX (mfr’s. cat. ID)

• Manufacturers’ name: KNOX COMPANY

• Locate 1 Knox Box per building within plain sight, maximum 6’- 0” above finished floor level near the fire sprinkler riser room/fire department connection.

4.3.2.2 Finish Hardware

Locksets for mechanical, electrical and communications rooms only shall be keyed to the existing Installation Master Keying System. Plastic cores are unacceptable. Provide closers for all exterior doors, all doors opening to corridors and as required by codes. Push pad rim exit devices shall be installed at all building egress doors. All hardware shall be stainless steel Grade 1. All lockset functions shall match existing except where a change of room function is required; in that case, the contractor shall install an appropriate lockset for that function in accordance with applicable codes.

All exterior doors shall be fully weather-stripped with stainless steel retainers. All exterior door frame heads shall have an extruded aluminum rain drip extending at least 1.5 inches in front of the face of the door. The door bottom shall have a seal and extruded aluminum door rain drip.

Thresholds shall have weatherstrip ADA waterstops.

4.3.2.3 Auxiliary Hardware

Provide wall or floor stops for all doors that do not have overhead holder/stops. Wall stops at drywall partitions are not allowed unless solid wood blocking is provided. Provide other hardware as necessary for a complete installation. All hardware shall be Grade 1.

4.3.2.4 Hardware for Fire Doors

Hardware for fire doors shall be installed in accordance with the requirements of applicable codes. Exit devices installed on fire doors shall have a visible label bearing the marking "Fire Exit Hardware." Other hardware installed on fire doors, such as locksets, closers, and hinges, shall have a visible label or stamp indicating that the hardware items have been approved by an approved testing agency for installation on fire-rated doors. Hardware for smoke-control door assemblies shall be installed in accordance with applicable codes. All hardware shall be stainless steel Grade 1.

Bldg 2824 Section 01 10 00.01 Page 23

4.3.3 Acoustical Requirements

4.3.3.1 Doors, Windows & Interior Partitions

Doors, windows and new interior partitions shall be designed to provide for attenuation of external noise sources such as airfields in accordance with applicable criteria, but no less than the following:

(a) New interior partitions, except in non-occupied areas – STC 49

(b) New interior doors and frames, except in non-occupied areas

– STC 33.

4.3.3.2 Mechanical/Electrical Equipment

Sound conditions (and levels) for interior spaces, due to the operation of mechanical and electrical systems and devices, shall not exceed levels as recommended by ASHRAE handbook criteria. Provide acoustical treatment for drain lines and other utilities (HVAC) to prevent noise transmission into the office spaces. All motors and pumps shall be of a type that does not require field lubrication.

4.4 Exterior

The exterior envelope of Building 2824 shall meet or exceed performance requirements indicated in Chapter 5 Mechanical Engineering.

(AM-0002)> Continuous air barrier inspection and testing must be in accordance with the requirements of ASHRAE 90.1 2013, “Continuous Air Barrier” with the following exceptions: Maintenance bays and similar areas that are not fully air conditioned will be inspected only.

Per UFC 3-101-01. Air Barrier testing is required for core spaces that are air-conditioned. <(AM-0002)

It is the intent of this project to mimic the architectural character of other TEMF projects recently completed at Fort Polk.

4.4.1 Exterior Wall Panels

Replace all existing metal wall panels. Factory finish all wall panels to match exterior colors at existing TEMF building 3802. All wall insulation shall be new. Prepare existing wall framing and any additional new substrate to receive a new wall panel system. Add new sub-framing as required or re-configure the existing sub-frame as needed to comply with loading requirements and new panel geometry. New exterior wall panels shall be part of the overall building envelope and shall meet or exceed performance requirements indicated in Chapter 5 Mechanical Engineering. Add insulation if none exists at the metal siding and replace all existing insulation. All wall insulation shall be new. Metal panels shall be compatible with SSMRS and

Bldg 2824 Section 01 10 00.01 Page 24 shall be similar in color and appearance to the new TEMF building 3802. See Fort Polk Standard Color Schedule at the end of this section. New wall metal panel system base bid to be a composite system with batt insulation in the cavity between the metal panel and interior. CLIN Option: metal insulated sandwich panel system instead of field applied batt insulation. Provide joints, sealants, air/vapor barriers, trims and flashings around existing and new windows and where required to provide an energy-efficient envelope.

4.4.2 Exterior CMU Walls

Repair, patch or replace existing CMU that has more than a single hairline crack. All exposed surfaces, when painted, should appear in new condition. Remove old expansion joint material and replace it with new joint material. Provide a paintable penetrating waterproof sealant on all exterior CMU and mortar. Sealant shall comply with the following:

Water repellent solution shall be a clear, non-yellowing, deep-penetrating, VOC compliant solution. Material shall not stain or discolor and shall produce a mechanical and chemical interlocking bond with the substrate to the depth of the penetration. Provide one of the following:

• Silane, 20 Percent Solids or greater, Penetrating water repellent. A monomeric compound containing approximately 20 percent alkyltrialkoxysilanes with alcohol, mineral spirits, water, and other proprietary solvent carrier. Active alkylalkoxysilane content: ASTM D2369 20 percent by weight, plus or minus 1 percent. Average depth of penetration: Up to 3/8 inch depending on substrate. e. VOC content: Less than 350 grams per liter. f. Flash point, ASTM D3278.g. Specific gravity, at 25 degrees C 78 degrees F: 0.96 to 0.98.h.

Density: .96 to .98 kilograms per liter .0 to 8.2 pounds per gallon.