Amend_13_-_W9126G-13-R-0017.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The Solicitation W9126G-13-R-0017 for the Fort Hood Small Business IDIQ New MATOC FY13 is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: The proposal receipt date is 03 Jan 2014, 2:00 p.m., Central Time As previously stated.

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.

W9126G-13-R0017

X 9B. DATED (SEE ITEM 11)

26-Feb-2013

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, X 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

18-Dec-2013

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:

W9126G-13-R-0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. Replacement Sections: Replace the following sections in their entirety with the attached new sections, bearing the notation “W9126G-13-R-0017, Amendment No. 0013”.

SEED TASK ORDER SECTIONS

DIVISION 01 – GENERAL REQUIREMENTS

• 01 10 00 – STATEMENT OF WORK

End of Summary of Changes

SECTION 01 10 00

STATEMENT OF WORK (SOW) Bldg 52019

PART 1 – PROJECT DESIGN CRITERIA

All applicable Federal, State and industry standards, including those not referenced constitute design criteria for this project.

1.1 Design Requirements

Contractor shall use the Southwestern Division Architectural and Engineering Instructions Manual (AEIM), UFC 1-200-01 General Building Requirements, and the Fort Hood Installation Design Guide for design guidance. The Unified Facility Criteria library is located at: http://www.wbdg.org

Facility design, materials, equipment, and installation shall be in accordance with the requirements of listed codes, design manuals and military criteria in conjunction with industry standard criteria, material and efficient practices. The latest version of building codes may be used as design guides as long as there are no conflicts between standards;

in the event of conflicts the military and industrial standards take precedence. The building design and the materials selected shall be high quality, durable, easily maintained and meet the specifications. 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.

The buildings shall be modified and renovated to comply with ADA for existing and new work internally and externally. The Contractor shall be responsible for performing all tasks described in this RFP.

ATFP requirements shall be implemented per UFC 4-010-01. Fort Hood Directorate of Public Works (DPW) has indicated that this building does not trigger the 50% replacement value guideline indicated in this UFC. The use of recommended measures is encouraged but not required. If applicable, additional Force Protection requirements are indicated in MATOC Appendix A - Fort Hood Installation Design Guide, and shall be considered to be mandatory measures.

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

Design Submittal: The Contractor’s design shall contain separate drawings, to include but not limited to, Site Plan, Utility Plan, Storm Drainage Layout Plan, Parking Lot Striping Plan, Landscaping Plan, Floor Plans, Exterior Elevations, Interior Elevations, Reflected Ceiling Plan, Architectural Schedules, Wall Sections, Architectural Details, Structural Plans, Structural Details, Mechanical Plans (to include controls, schedules, and details), Electrical Plans (to include one-line diagram, panel schedules, and details), Communications Plans, Interior Signage Way of Finding plans and any other necessary details. A Design Analysis is

W9126G-13-R-0017, Amendment No. 0013 required for the project design and shall address the life safety and fire protection requirements of the project as required by UFC 3-600-01. A summarized design analysis shall be submitted with all design submissions which will include, but not limited to, type of construction, height and area limitations, building separations or exposure protection, plumbing fixture calculations, classification of occupancy and specific compliance with UFC and National Fire Codes.

1.2 Industry Criteria

Applicable design and construction criteria references are listed in the table below and shall be taken from the most current references as part 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 1.3 for additional applicable criteria.

(AM#12) If there is a conflict between The Army Standard for Youth Centers and the UFC 4- 740-06 Youth Centers, follow the Army Standard for Youth Centers (/AM#12)

Air Conditioning and Refrigeration Institute (ARI)

ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps

ARI 440 Room Fan-Coil and Unit Ventilator

ANSI/ARI 430-99 Central Station Air Handling Units

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

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

American Association of State Highway and Transportation Officials (AASHTO)

Roadside Design Guide [guardrails, roadside safety devices]

Standard Specifications for Transportation Materials and Methods of Sampling and Testing [Road Construction Materials]

Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals

Guide for Design of Pavement Structures, Volumes 1 and 2 [pavement design guide]

A Policy of Geometric Design of Highways and Streets

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 302.2R Guide for Concrete Slabs that Receive Moisture- Sensitive Flooring Materials

ACI 318 Building Code Requirements for Structural Concrete

ACI SP-66 ACI Detailing Manual

ACI 530 Building Code Requirements for Masonry structures

ADA Standards for Accessible Design

See US Access Board ADA and ABA Accessibility Guidelines for Buildings and Facilities, Chapters 3-10.

American Institute of Steel Construction (AISC)

Manual of Steel Construction – 13th Edition (or latest version)

American Iron and Steel Institute

AISI S100 North American Specification for the Design of Cold-Formed Steel Structural Members

American National Standards Institute 11 (ANSI)

ANSI Z21.10.1 Gas Water Heaters Vol. 1, Storage water Heaters with Input Ratings of 75,000 Btu per Hour or less

ANSI Z124.3 American National Standard for Plastic Lavatories

ANSI Z124.6 Plastic Sinks

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 Minimum Design Loads for Buildings and Other Structures

ASCE 77 Manual of Practice No. 77, Design and Construction of Urban Stormwater Management

Systems

ASCE 60 Gravity Sanitary Sewer Design and Construction (ASCE Manuals and Reports on Engineering Practice No. 60)

ASCE/SEI 31-03 Seismic Evaluation of Existing Buildings [Existing Building Alteration/Renovation]

ASCE/SEI 31-03 Seismic Evaluation of Existing Buildings [Existing Building Alteration/Renovation]

ASCE/SEI 41-06 Seismic Rehabilitation of Existing Buildings [Existing Building Alteration/Renovation]

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

ASHRAE 90.1 ANSI/ASHRAE/IESNA 90.1, Energy Standard for Buildings Except Low- Rise Residential Buildings

ASHRAE Guideline 0 The Commissioning Process

ASHRAE Guideline 1.1 The HVAC Commissioning Process

ASHRAE Handbooks Fundamentals, HVAC Applications, Systems and Equipment, Refrigeration (Applicable, except as otherwise specified)

ASHRAE Standard 15 Safety Standard for Refrigeration Systems

ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality

ASHRAE Standard 55 Thermal Environmental Conditions for Human Occupancy (Design portion is applicable, except where precluded by other project requirements.)

ASHRAE Standard 189.1- 2009 Standard for the Design of High-Performance Green Buildings (ANSI Approved; USGBC and IES Co-sponsored), - (APPLICABLE TO THE EXTENT

SPECIFICALLY CALLED OUT IN THE

CONTRACT)

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

(AM#12) ASME A17.1 Safety Code for Elevators and Escalators (/AM#12)

ASME B 31 (Series) Piping Codes

American Water Works Association (AWWA)

Standards [standards for water line materials and construction]

American Welding Society

Welding Handbook

Welding Codes and Specifications (as applicable to application, see International Building Code for example)

Architectural Woodwork Institute (AWI)

Latest Version 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

ASTM International

ASTM C1060-90 Standard Practice for Thermographic Inspection of Insulation Installations in Envelope Cavities of Frame Buildings

ASTM E 779 Standard Test Method for Determining Air Leakage Rate by Fan Pressurization

ASTM E1827-96 Standard Test Methods for Determining Airtightness of Buildings Using an Orifice Blower

Door

Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA The Various BHMA American National Standards

Building Industry Consulting Service International

Telecommunications Distribution Methods Manual

(TDMM)

Customer-Owned Outside Plant Design Manual

(CO-OSP)

Code of Federal Regulations (CFR)

49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards

10 CFR 430 Energy Conservation Program for Consumer Products

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

Electronic Industries Association (EIA)

ANSI/EIA/TIA 568 Structured Cabling Series

ANSI/EIA/TIA 569 Commercial Building Standard for Telecommunications Pathways and Spaces (includes ADDENDA)

ANSI/TIA/EIA-606 Administrative Standard for the Telecommunications Infrastructure of Commercial Buildings

Federal Highway Administration (FHWA)

Manual on Uniform Traffic Control Devices for Streets and Highways [signage and pavement markings for streets and highways]

FHWA-NHI-01-021 Hydraulic Engineering Circular No. 22, Second Edition, URBAN DRAINAGE DESIGN MANUAL

Illuminating Engineering Society of North America (IESNA)

IESNA RP-1 Office Lighting

IESNA RP-8 Roadway Lighting

IESNA Lighting Handbook Reference and Application

Institute of Electrical and Electronics Engineers Inc. (IEEE)

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

Standard 1100 Recommended Practice for Powering and Grounding Sensitive Electronic Equipment

International Code Council (ICC)

IBC 2012 International Building Code Note: All references in the International Building Code to the International Electrical Code shall be considered to be references to NFPA 70. 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 and Chapter 9 shall be considered to be references to Unified Facilities Criteria (UFC) 3-600-01.

IMC International Mechanical Code – Note: For all references to “HEATING AND COOLING LOAD CALCULATIONS”, follow ASHRAE 90.1 Note: For all references to “VENTILATION”, follow ASHRAE 62.1

IRC International Residential Code

IPC International Plumbing Code

IEC Energy Conservation Code (IEC) –Applicable only to the extent specifically referenced herein. Refer to Paragraph 5, ENERGY CONSERVATION requirements.

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

International Organization for Standardization (ISO)

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

LonMark International (LonMark)

LonMark Interoperability Guidelines (available at www.lonmark.org), including:

Application Layer Guidelines, Layer 1-6 Guidelines, and External Interface File (XIF) Reference Guide

LonMark Resource Files (available at www.lonmark.org), including Standard Network Variable Type (SNVT) definitions

Metal Building Manufacturers Association (MBMA)

Metal Building Systems Manual

Midwest Insulation Contractors Association (MICA)

National Commercial and Industrial Insulation Standards Manual

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 http://www.lonmark.org/

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

NACE RP0286 Electrical Isolation of Cathodically 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 Standard for Portable Fire Extinguishers

NFPA 13 Installation of Sprinkler Systems

NFPA 13R Residential Occupancies up to and Including Four Stories in Height Sprinkler Systems

NFPA 14 Standard for the Installation of Standpipes and Hose Systems

NFPA 20 Installation of Centrifugal Fire Pumps

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

NFPA 25 Inspection, Testing and Maintenance of Water- Based Fire Protection Systems

NFPA 30 Flammable and Combustible Liquids Code

NFPA 30A Motor Fuel Dispensing Facilities and Repair Garages

NFPA 31 Installation of Oil Burning Equipment

NFPA 54 National Fuel Gas Code

NFPA 58 Liquefied Petroleum Gas Code

NFPA 70 National Electrical Code

NFPA 70E Standard for Electrical Safety in the Workplace

NFPA 72 National Fire Alarm and Signaling Code

NFPA 76 Fire Protection of Telecommunications Facilities

NFPA 80 Standard for Fire Doors and Fire Windows

NFPA 90a Installation of Air Conditioning and Ventilating Systems

NFPA 96 Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations

NFPA 101 Life Safety Code

NFPA 780 Standard for the Installation of Lightning Protection Systems

National Roofing Contractor’s Association (NRCA)

Roofing and Waterproofing Manual

National Sanitation Foundation, International

NSF/ANSI Std. 2, 3, 4, 5, 6, 7, 8, 12, 13, 18, 20, 21, 25, 29, 35, 36, 37, 51, 52, 59, 169

Food Equipment Standards

ANSI/UL Std. 73, 197, 471, 621, 763 Food Equipment Standards

CSA Std. C22.2 No. 109, 120, 195 Food Equipment Standards

Occupational Safety and Health Administration (OSHA)

Title 29, Part 1926 OSHA Construction Industry Standards, Title 29, Code of Federal Regulations, Part 1926, Safety and Health Regulations for Construction

Plumbing and Drainage Institute (PDI)

PDI G 101 Testing and Rating Procedure for Grease Interceptors with Appendix of Sizing and Installation Data

PDI WH201 Water Hammer Arrestors

Precast Concrete Institute

PCI Design Handbook Precast and Prestressed Concrete

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

Sedimentation and Erosion Control Design Requirements

Environmental Control Requirements

Storm Water Management Requirements

Steel Door Institute (SDI)

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

Steel Deck Institute

SDI Diaphragm Design Manual

Steel Joist Institute

Catalog of Standard Specifications and Load Tables for Steel Joists and Joist Girders

Underwriters Laboratories (UL)

UL 96A Installation Requirements for Lightning Protection Systems

UL 300 Standard for Safety for Fire Testing of Fire Extinguishing Systems for Protection of Restaurant Cooking Areas

UNITED STATES ACCESS BOARD: U.S. ARCHITECTURAL AND TRANSPORTATION BARRIERS

COMPLIANCE BOARD

ADA and ABA Accessibility Guidelines for Buildings and Facilities

ABA Accessibility Standard for DoD Facilities Derived from the ADA and ABA Accessibility Guidelines: Specifically includes: ABA Chapters 1 and 2 and Chapters 3 through 10. Use this reference in lieu of IBC Chapter 11. Excluded are:

(a) Facilities, or portions of facilities, on a military installation that are designed and constructed for use exclusively by able-bodied military personnel (See Paragraph 3 for any reference to this exclusion). (b) Reserve and National Guard facilities, or portions of such facilities, owned by or under the control of the Department of Defense, that are designed and constructed for use exclusively by able-bodied military personnel. (See paragraph 3 for any reference to this exclusion).

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

FDA National Food Code

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED-NC Green Building Rating System for New Construction & Major Renovations

Application Guide for Multiple Buildings and On- Campus Building Projects

1.3 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 shall be applicable, whether noted or not, unless otherwise specified herein.

Architectural Barriers Act (ABA) Accessibility Standard for the Department of Defense Facilities and DoD policy memorandum dated 31 October 2008

Engineering and Construction Bulletin (ECB) 2012-15 Exterior Lighting Performance Standard

Energy Policy Act of 2005 (Public Law 109- 58) (applies only to the extent specifically implemented in the contract, which may or may not directly cite or reference EPACT)

Energy Independence and Security (EIS) Act of 2007

Fort Hood Installation Design Guide (IDG)

National Energy Conservation Policy Act (NECPA)

Technical Guide for Installation Information Infrastructure Architecture (I3A)

TM 5-805-4, Technical Manual: Noise and Vibration Control

USACE, Architect and Engineer Instruction Manual (CESWD-AEIM), Southwestern District, January 2003

USACE, Contract Administration Branch Guidelines

USACE, Technical Instructions, TI 800-01, 20 July 1998:

http://www.wbdg.org/ccb/browse_cat.php?c=101

US Army Corps of Engineers Engineering and Construction Bulletin (ECB) ECB 2012-16, Building Air Tightness and Air Barrier Continuity Requirements

Design-Build Instructions (DBI) for Military Construction set forth at:

http://www.wbdg.org/ccb/browse_archive.php?o=31&c=98

Unified Facilities Criteria (UFC): The latest version of the UFC is applicable, unless noted otherwise, and can be found at http://dod.wbdg.org

UFC 1-200-01, General Building Requirements (AM#12) UFC 2-201-02 Civil Engineering (/AM#12)

UFC 1-300-07, Design Build Technical Requirements

W9126G-13-R-0017, Amendment No. 0013 http://www.wbdg.org/ccb/browse_cat.php?c=101 http://www.wbdg.org/ccb/browse_archive.php?o=31&c=98%20 http://dod.wbdg.org/

UFC 3-101-01, Architecture

UFC 3-110-03, Roofing

UFC 3-110-04 Roofing Maintenance and Repair

UFC 3-120-10, Interior Design

UFC 3-201-02 Landscape Architecture

UFC 3-201-02 Civil Engineering

UFC 3-220-01, Deep Foundations

UFC 3-220-01N, Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures

UFC 3-220-07, Foundations in Expansive Soils

UFC 3-301-01, Structural Engineering

UFC 3-310-04, Seismic Design for Buildings

UFC 3-400-01, Energy Conservation

UFC 3-400-02, Design: Engineering Weather Data

UFC 3-400-10N, Mechanical Engineering

(AM#12) UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems (/AM#12)

(AM#12) UFC 3-410-01FA, Heating, Ventilating, and Air Conditioning (HVAC) (/AM#12)

UFC 3-410-02A, Heating, Ventilating, and Air Conditioning (HVAC) Control Systems

UFC 3-410-02, Lonworks DDC for HVAC and Other Local Buildings Systems

UFC 3-420-01, Plumbing Systems

UFC 3-450-01, Noise and Vibration Control

UFC 3-501-01, Electrical Engineering

UFC 3-520-01, Interior Electrical Systems

UFC 3-530-01, Interior and Exterior Lighting and Controls

UFC 3-550-01, Exterior Electrical Power Distribution

UFC 3-550-03FA, Electrical Power Supply and Distribution

UFC 3-560-01, Electrical Safety, O&M

UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design

UFC 3-600-01, Design: Fire Protection Engineering for Facilities. Use the latest edition of the IBC in coordination with this UFC. Use Chapters 3, 6, 7, 33 and UFC 3-600-01. If any conflict occurs between these Chapters and UFC 3-600-01, the requirements of UFC 3-600- 01 take precedence. Use UFC 3-600-01 in lieu of IBC Chapters 4, 8,9,10.

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

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

UFC 4-020-02, DoD Security Engineering Concept Design UFC 4-020-01, DoD Security Engineering Physical Security Measures for High Risk Personnel

UFC 4-021-01 Design and O&M: Mass Notification Systems

UFC 4-740-06 Youth Centers

(AM#12) Army Standard for Youth Centers http://mrsi.usace.army.mil/fdt/Army%20Standards/Forms/AllItems.aspx

(/AM#12)

(AM#12) Youth Center Criteria http://mrsi.usace.army.mil/cos/huntsville/SitePages/yac.aspx

(/AM#12)

W9126G-13-R-0017, Amendment No. 0013 http://mrsi.usace.army.mil/fdt/Army%20Standards/Forms/AllItems.aspx http://mrsi.usace.army.mil/cos/huntsville/SitePages/yac.aspx

PART 2 - GENERAL

2.1 General Conditions

The Contractor shall provide all supervision, labor, materials, equipment, supplies, and transportation necessary to perform a complete renovation of Building 52019 at Fort Hood, Texas, as specified within this RFP. All work shall comply with all State, local and Federal laws and regulations, and applicable code requirements. Obtain all operating and construction permits, and permitting actions required by codes, USACE and DPW.

The Contractor shall be the architect/engineer and constructor of record on this project.

USACE is committed to excellence in design and construction activity. The design and construction shall be an integrated approach that achieves the highest quality of operations and aesthetics in meeting the requirements of the building’s users while at the same time is cost effective and establishes economical and efficient synergy among the systems and spaces applicable to the structure as a whole. The Contractor shall be responsible for the professional quality, constructability, technical accuracy, and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, structural, mechanical, electrical, civil, and other architectural and engineering features of the work shall be accomplished, reviewed, and approved by licensed professionals to practice in their respective professional field in a state or possession of the United States. The Contractor shall be responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this solicitation shall alleviate the Contractor from performing any additional design as required to produce a complete set of construction documents.

Contractor shall be responsible for hazardous material abatement in accordance with attached Hazardous Materials Report.

2.2 General Facility Description

Building 52019 is currently operating as a Youth Activity Center. The intent of the RFP is to make new the major building systems and update the floor plan to meet, as closely as technically feasible, the requirements of (AM#12) Army Standard for Youth Centers, and (/AM#12) UFC 4-740-06 Youth Centers. The D/B contractor shall coordinate the proposed work with the (AM#12)UFC, the users, Fort Hood-CYSS and IMCOM-G9-CYSS, and The COS for Youth Centers in Hunstville CEHNC-ED-CS-A (/AM#12). The renovations shall incorporate new finishes on the interior, landscaping, roof replacement, new plumbing fixtures, lighting replacement, HVAC replacement, fire sprinkler system replacement, major repairs to building envelope include installation of additional through wall flashing at selected exterior brick clad walls. Replacing and or otherwise upgrading the insulation of the building envelope.

PART 3 - TECHNICAL REQUIREMENTS

3.1 General

See Appendix A – Drawings, for the project location. Construction limits shall be confined to an area around the building. A construction and demolition waste diversion rate of 50% minimum is required unless there is a valid reason for deviation.

In accordance with Fort Hood Regulation 420-6 (Recycling), all contractors shall participate in the Installation’s recycling program. Waste products and materials that are recyclable shall be separated from trash and debris and sorted into appropriately marked separate containers and then transported to the respective recycling facility. Deliver materials in accordance with recycling or reuse facility requirements (e.g. free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process).

3.1.1 Existing Conditions

Building 52019 is located east of the intersection of Muskogee St. and Tank Destroyer Blvd.

(AM#12) The project site is located within the cantonment area of Fort Hood, approximately 6900 feet west northwest of the intersection of Tank Destroyer Boulevard and Clear Creek Road. The west lot line of the facility abuts the Community Pool. The remaining sides open to undeveloped fairly steep sloping land. The existing site is on a hill top and fairly level with steep slopes to north, east and south of approximately 15 to 30 percent. Minor landscaping including some trees (8’-12’) exist along the Western and Northern sides of the facility. Generally, the open ground is spottly covered with Bermuda grass.

The soil is a very stony silty clay loam and gravelly clay loam with some silty clay loams and rock outcrop with light grass cover and light brush along the northern and eastern side of the site. Table 3.1.1-1 describes each soil type and the approximate percentage of each.

Table 3.1.1-1 Soils Adjacent to Bldg 52019

Bs Bosque clay loam, 0 to 1 percent slopes, occasionally flooded

DrC Doss-Real complex, 1 to 8 percent

KrB Krum silty clay, 1 to 3 percent slopes

NuC Nuff very stony silty clay loam, 2 to 6 percent slopes

ReF Real-Rock outcrop complex, 12 to 40 percent slopes

The total existing site area is 3.83 ac. with an approximately 1.58 ac. of existing impervious area. It is anticipated that only a minimal disturbance will occur on the existing site. If the optional parking facility to the South of the building is built approximately 0.33 ac will be disturbed. The drop across the site is approximately 3 feet.

The site is served by an existing gravity storm water system. The site generally drains to the northeast, south and southeast. As stated earlier there is will be no increase in the runoff from the site, so the existing storm sewer system should be sufficient. If the optional parking facility to the South of the building is built the contractor must comply with the requirements of Section 438 of EISA 2007. (/AM#12)

3.2 Site Work/Demolition

The conceptual demolition plans in Appendix A shows the extent of proposed demolition.

3.2.1 Site Design

The conceptual drawings in Appendix A outline proposed changes based on the existing conditions of the facility and ‘As Built’ drawings found in Appendix E.

The Contactor’s site design shall include, but not limited to: sidewalks, accessibility provisions walks, curb ramps and striping, minor site grading around the perimeter of the building to facilitate roof drainage, landscaping, and all details necessary for construction.

The project site shall be designed and constructed in accordance with the follow criteria:

a) The Contractor shall be responsible for design and construction of site and facilities within the specific site responsibility areas defined. Specific work shall include, but not limited to the following:

1. Grading around building perimeter.

2. Walks and ramps.

3. Header curb

4. Restriping of parking lanes.

5. Restriping of Fire Lanes.

6. Swing gates and Bollards.

7. Seal coat parking lot.

8. Fence removal at designated areas.

9. Electric Utilities

10. (AM#12) New Grease Trap interceptor and cleanouts (/AM#12)

11. Relocate Fire Hydrant (AM#12) closer to the drive (/AM#12)

12. Remove parking spaces and paving

13. (AM#12) Relocate Parking lot light pole Demolish Parking lot light pole pier and provide new parking light pole and pier. (/AM#12)

14. Dumpster enclosures for refuse and recycling dumpsters

(AM#12) 15. Optional 1 – Additioanl Parking to the South of the facility.

(/AM#12)

b) The Contractor shall accept the site as is and be solely responsible for any survey required. Excess soil many not be wasted within the work area without written approval of the Contracting Officer Representative (COR).

c) The Contractor will be allotted an area, (AM#10) as shown in Drawing C-101 of

Appendix A, (/AM#10) for the placement of a construction trailer and storage area if desired. The storage area is for the Contractor and respective Sub-Contractors.

Permanent Trailers shall not be permitted within the work areas. Trailers within the work area may be required to be relocated at no additional cost to the government to accomplish site activities. The Contractor may place a Conex box within the storage area for storage of equipment and materials. The Contractor shall be responsible for site preparation, fencing, access drives and maintenance of the compound at all times.

Upon completion of the project, the trailers, materials and equipment shall be removed and become property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

d) All temporary utilities are the responsibility of the Contractor. If these temporary utilities include temporary water, the Contractor shall coordinate with American Water Enterprise Military Services Group.

e) The Contractor is responsible for connection of all utilities from the building to the service line.

f) The contractor shall keep pedestrian traffic open to Comanche Pool which is directly adjacent to the construction site.

(AM#12) g) The skate park is NOT IN CONTRACT. (/AM#12)

3.2.2 Site Engineering

3.2.2.1 Base Utility Information and Design Requirements

Utility information shall be coordinated and planned with the Installation’s DPW through the COR. The utility sheets provide existing utility routing. The Contractor shall obtain a dig permit prior to construction. It is the Contractor’s responsibility to verify these locations and sizes prior to digging. The Contractor shall bring any discrepancies between the drawings and actual conditions to the COR’s attention.

3.2.2.2 Water

(AM#12) 3.2.2.2.1 Water Existing Conditions (/AM#12) Flow test data results from June, 2013: 74 psi (static), 66 psi (residual). Reference Appendix “G” for bldg. 52019 flow test results.

(AM#12)

3.2.2.2 Water Meter

The installation of a new water meter will be required. Water infrastructure shall comply with current AWO&M Specifications and details which can be found at:

http://www.amwater.com/products-and-services/Federal-Services/Military- Services/Fort-Hood/

American Water inspects all water site work. Contact to schedule an inspection:

Misti Davis 254-213-0383 misti.davis@amwater.com. (/AM#12)

3.2.2.3 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.

W9126G-13-R-0017, Amendment No. 0013 http://www.amwater.com/products-and-services/Federal-Services/Military-Services/Fort-Hood/ http://www.amwater.com/products-and-services/Federal-Services/Military-Services/Fort-Hood/ mailto:misti.davis@amwater.com

22 Second Edition URBAN DRAINAGE DESIGN MANUAL, and US Weather Bureau Technical Paper No. 40, dated May 1961, Rainfall Frequency Atlas of the United States for Durations from 30 mins to 24 hrs, and return periods from 1 to 100 years. Design of drainage structures shall be based on a 10-yr rainfall frequency corrugated steel pipe, corrugated aluminum alloy pipe, PVC or Corrugated PE pipe for the underground storage drain pipes, where applicable. (AM#12) If the project is >5000 sf, a LID shall be designed and incorporated along with the EISA 2007 requirements. The Contractor is responsible for designing the storm drainage system to be as economical as possible If the project disturbance exceeds 5000 sf, compliance with the requirements of Section 438 of EISA 2007 is required including Fort Hood LID requirements. The Contractor is responsible for the design of the storm drainage system to be as economical as possible, (/AM#12) 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 Storm Water Pollution Prevention Plan (SWPPP) for the entire construction site limits.

The Energy and Security Independence Act (EISA) Section 438 (AM#12) will may (/AM#12) apply to this project (AM#12) since if (/AM#12) the proposed improvements (AM#12) will (/AM#12) disturb more than 5,000 square feet. EISA Section 438 requires that the predevelopment hydrology of the property with regard to the temperature, rate, volume, and duration of flow be maintained or restored to the maximum extent technically feasible. This can be achieved by retaining all storms up to and including the 95th percentile storm event or reducing the post development hydrology of the property to pre-development levels with regard to the temperature, rate, volume, and duration of flow for the required design storms. In the base bid, the total impervious area will be decreased, which will reduce the runoff from the 95th percentile storm;

therefore, no Low impact Design measures will be required. In the bid option, the total impervious area will increase and therefore appropriate Low Impact Design measures will be required. (AM#12) The bio-swale is Fort Hood’s preferred method for storm water management in the bid option. (/AM#12)

3.2.2.4 Natural Gas

Natural gas shall be provided to the building. (AM#10) Natural gas distribution lines are shown on the concept drawings. Estimate that the connection point is 1,000 ft. at Tank Destroyer Blvd. (/AM#10) Coordinate points of connection to the facility with the installation DPW. Contractor shall provide natural gas service to the face of the building and shall install and the size gas distribution piping. The contractor shall install the gas meter and connect the meter to the building stub out. The contractor shall stub the gas feed out of the building. Design and construct the natural gas service lines with ANSI B31.8 Gas Transmission Distribution and Piping Systems. Provide a meter/regulator assembly for the facility with a valved bypass.

3.2.2.5 Sanitary Sewer

Contractor is responsible for the sizing and installation of (AM#12) a grease trap a new grease interceptor.

Waste water infrastructure shall comply with current AWO&M Specifications and details which can be found at:

http://www.amwater.com/products-and-services/Federal-Services/Military- Services/Fort-Hood/

American Water inspects all waste water site work. Contact to schedule an inspection:

Misti Davis 254-213-0383 misti.davis@amwater.com. (/AM#12)

3.2.2.6 Site Structures and Amenities

Provide Dumpster enclosures consisting of masonry screen walls, concrete pad, concrete apron. Coordinate the location of the dumpster enclosures with the installation.

Dumpster enclosures shall be directly accessible to and have adequate overhead clearance for collection vehicles. Provide concrete loading apron for the first 15 foot in (AM#12) from front (/AM#12) of the concrete dumpster pads and full length of the enclosure to accommodate loading and to avoid rutting of the pavement in front of the dumpsters. Provide the following number of dumpster enclosures: one dumpster enclosure area and apron that will accommodate two front loading trash dumpsters and a separate dumpster enclosure area and apron that accommodates three (3) ea. side loading recycling dumpsters (4’x5’) typ. Dumpster screen wall enclosure materials and colors shall coordinate with the existing building. Include bollards, painted safety yellow to protect masonry walls. (AM#12) Reference Appendix-A sheet C-107 Dumpster Details

(/AM#12)

Provide new stoops and concrete walk to accommodate the egress doors at the plan north east of the building connecting to existing path, parking, and canopy area.

3.2.2.7 Parking

Remove spaces and paving as indicated on sheet CD-100, seal coat, restripe parking spaces and fire lanes; provide YC Bus loading zone as indicated on sheet C-101.

Provide curb ramps, HC path striping and HC delineated parking spaces.

The existing parking lot lighting shall be relamped to provide lighting levels in accordance with the UFC and the Installation Design Guide (IDG).

Parking and site access shall comply with the ABA standards.

A substantially renovated and reconfigured parking design within the area of existing parking to provide at least 55 POV spaces and 4 accessible spaces, in the base bid and a (AM#12) optional (/AM#12) new paved parking lot design and construction to provide at least 26 POV vehicles in the bid option is required.

3.2.2.8 Texas Pollutant Discharge Elimination System (TPDES)

W9126G-13-R-0017, Amendment No. 0013 http://www.amwater.com/products-and-services/Federal-Services/Military-Services/Fort-Hood/ http://www.amwater.com/products-and-services/Federal-Services/Military-Services/Fort-Hood/ mailto:misti.davis@amwater.com

The Contractor shall comply with the requirements of Texas Commission on Environmental Quality (TCEQ) Construction General Permit (CGP) TXR150000. The Contractor is responsible for providing and maintaining his SWPPP along with any other storm water requirements.

3.2.2.9 Landscaping

No permanent landscape irrigation shall be included in the project. Turf or reseed is required on all grades, unpaved and disturbed areas resulting from the Contractor’s operations. Contractor shall re-establish vegetation on all disturbed areas within the project with seed and sod to achieve Final Stabilization per TCEQ CGP. All turfing material shall be drought tolerant needing no more than 3 ½” to 4” of rainfall per month per Section 10.4 Sustainable Landscape Development the Installation Design Guide and as approved by the Director of Public Works. Sod shall be placed and established in all areas within 20 feet of a hardstand surface to include but not limited to foundation, sidewalks, equipment pads, concrete collars, headwalls, and drain inlets. Erosion control matting or other approved systems shall be utilized as necessary to control erosion on slopes steeper than 4:1 horizontal/vertical (H:V).

Trees/shrubs on site shall not be damaged/removed. Tree protection practices shall be in place if ground disturbance occurs near vegetation (IDG 10.10.1). Any oaks damaged shall have wound paint immediately applied. If trees are damaged (resulting in death) or removed, they are subject to 10:1 replacement (10 trees planted for every 1 tree removed).

Reference MATOC Appendix “D” for Fort Hood acceptable plant lists.

3.2.2.10 Electrical Distribution System

The existing electrical distribution system consists of underground primary conduits and conductors routed to an exterior pad-mounted transformer near the building. Secondary conduits and conductors are routed underground from the exterior pad-mounted transformer to an electrical panel, current transformer (CT) cabinet, and meter socket on the exterior of the building, and then into Service Entrance Rated (SER) panelboards located in the small room adjacent to the stage. A utility meter is not currently present in the existing meter socket. All existing primary and secondary electrical distribution and connections shall be demolished, including but not limited to primary conduits and conductors, pad-mounted transformer, secondary conduits and conductors, CT cabinets, CTs, meters, etc.

A new primary and secondary service shall be provided and installed for the facility. The facility requires a three phase service to be supplied by a new pad-mounted transformer.

All design and work shall meet the requirements and guidelines of Ft Hood DPW, and shall be coordinated with and approved by Ft. Hood DPW. Confirm in writing Ft Hood DPW requirements for an underground primary line, pad-mounted transformer, metering, and underground secondary service. The electrical design shall also be in accordance with IEEE/ANSI C2, NFPA 70 and all other applicable criteria.

3.2.2.10.1 Primary Service

Primary power for the new facility shall be provided and installed from the existing-to-remain power pole. Extend 12,470V primary underground from the existing overhead line to a new pad-mounted transformer. Provide and install new underground primary conductors in an underground PVC Schedule 40 duct system. Conductors shall be placed in 4” ducts as required, with one spare conduit minimum. The duct system shall have a minimum 4” of concrete placed below the duct system and 6” concrete coverage above the duct system. A minimum of 36” of backfill material shall be placed above the concrete encased duct system. (AM#12) All ducts used for power distribution shall be spaced a minimum of 4” apart. Warning tape of red color shall be provided 12” below the finished grade for all primary power duct systems. (/AM#12) All 90-degree elbows shall be galvanized ridged steel long-sweep elbows. (AM#12) All fused cutouts, cable terminators, lightning arresters, insulators, ground wires, etc on the existing pole shall remain. (/AM#12) Refer to site drawings for approximate location of the existing pole. The Contractor is responsible for all material and installation of the exterior distribution system including but not limited to new connections to the existing overhead primary, primary and secondary conduits, all trenching and backfill, primary and secondary wiring, transformer, transformer pad, and all terminations on the existing primary line and new transformer.

3.2.2.10.2 Exterior Pad-Mounted Transformer

A new pad-mounted transformer shall be provided away from the building and outside of the AT/FP setback. The transformer shall be (AM#12) radial-feed (/AM#12) 12,470V – 208Y/120V, 3-phase, and shall be dead front load break elbow type. (AM#12) Provide transformer and switch grounding, including all ground rods and ground ring. (/AM#12) Coordinate exact transformer requirements and location with Ft Hood DPW prior to ordering and installation.

3.2.2.10.3 Secondary Service

New secondary conduits and conductors shall be provided and installed from the new pad-mounted transformer to a new SER panel located in a new electrical room within the building. A new meter and CT cabinet shall be provided and installed per Ft Hood DPW standards and requirements. Provide and install new underground secondary conductors in a (AM#12) direct buried (/AM#12) PVC Schedule 40 duct system from the new transformer to a new SER panelboard, with main breaker, located within the facility. The duct system shall have a minimum 4” of sand placed below the duct system and 6” sand coverage above the duct system. A minimum of 24” of backfill material shall be placed above the duct system. (AM#12) All ducts used for power distribution shall be spaced a minimum of 4” apart. (/AM#12) All 90-degree elbows shall be galvanized rigid steel long-sweep elbows.

3.2.2.10.4 Electrical Meters

Provide and install new CT cabinet and CTs (if required), meter socket, and meter on the new electrical service to provide for utility grade metering. Coordinate exact meter location and meter requirements with Ft Hood DPW.

3.2.2.10.5 Cathodic Protection

The Contractor has the option to utilize piping that does not require cathodic protection.

However, if the Contractor opts for metal piping that will require cathodic protection, then the Contractor shall hire a licensed corrosion protection engineer. The entire system and installation shall be by the Contactor.

3.2.2.10.6 Lightning Protection System

Provide and install a lightning protection system for the facility as required in accordance with NFPA 780 and other referenced criteria. Provide and install surge protective devices as required. (AM#12) Provide a Lightning Risk Assessment per Annex L of NFPA 780.

(/AM#12)

3.2.2.10.7 Grounding Electrode System

Provide and install a grounding electrode system per National Electrical Code and UFCs.

3.2.2.11 Communications Systems

The existing communications system consists of a 12 strand single mode fiber optic cable and a 50 pair copper cable installed within one (1) underground conduit. This existing communications system service entrance shall be demolished in its entirety back to the closest manhole or as directed by Ft Hood Network Enterprise Center (NEC).

A new telecommunications service shall be provided and installed. Contractor shall confirm in writing all requirements, final underground infrastructure (conduits and manhole locations, counts, and types), cable counts and types, and tie-in locations with NEC. All design and work shall meet the requirements and guidelines of NEC, and shall be coordinated with and approved by NEC. Provide NEC with dimensioned site plan, and additional information required to properly coordinate and order telephone/data service to the facility. Provide start-up of service, activation of specific telephone numbers and dedicated lines for security, etc, and activation of data services.