am_5.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

Service Disabled Veteran Owned Small Business (SDVOSB) Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) for Construction Services for the United States Army Corps of Engineer (USACE) in Southwestern Division (SWD) and other SWF and SWD customers on a limited Nationwide Basis, is amended as follows:

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 20 June 2013, 2:00 p.m. Central Daylight Time.

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-12-R-0083

X 9B. DATED (SEE ITEM 11)

22-Aug-2012

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

07 -Jun-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-12-R-0083

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. 01 10 00 – STATEMENT OF WORK – Replace Section 01 10 00 with the attached new 01 10 00 bearing the notation “W9126G-12-R-0083, Amendment No. 0005”.

2. Appendix A – Project Manual for CID Alterations – Specifications for the CID Alterations have been added. See the attached bearing the notation “W9126G-12-R-0083, Amendment No. 0005”.

3. Appendix A – Project Manual for CID Alterations – the following drawings are deleted from Appendix

A: M102, M103, M301, M401, M601, M701, M801, M802, M803, M804, EP102.

4. Appendix E – As-Built Drawings – Appendix E is added to the SEED TASK ORDER Section 01 10 00 –STATEMENT OF WORK. See the attached bearing the notation “W9126G-12-R-0083, Amendment No. 0005”.

5. Appendix F – CADD Files – Appendix F is added to the SEED TASK ORDER. CADD files are provided as a separate zip file upload to FBO entitled “am5_AppendixF.zip”.

6. Appendix G- Fire Hydrant and Flow Data – Appendix G is added to the SEED TASK ORDER Section 01 10 00 –STATEMENT OF WORK. See the attached bearing the notation “W9126G-12-R-0083, Amendment No. 0005”.

7. Appendix H – CID – Appendix H is added to the SEED TASK ORDER Section 01 10 00 – STATEMENT OF WORK. See the attached bearing the notation “W9126G-12-R-0083, Amendment No.

0005”.

End of Summary of Changes

W9126G-12-R-0083 – Seed Project Fort Polk CID Building 3220 Renovation FPRB3220

Section 01 10 00 Page 1

Section 01 10 00

SUMMARY OF WORK

(AM#4, AM#5)

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 1 General

This project is the design/build alteration of Building 3220, the Criminal Investigations Division (CID) building. 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 alterations for CID Building 3220, Fort Polk, Louisiana. Work includes interior and exterior alterations, HVAC / mechanical renovations, lighting, communications, fire suppression and fire alarm system, and back-up natural gas generator. The building shall remain occupied for the entire design and construction period.

Refer to Section 01 00 50.00 44 for work restrictions and sequencing of work within the building.

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

Design drawings (AM#5) and specifications for the CID Building Alterations were prepared in April 2009 and are included in Appendix A.

The scope of work for this task order is to perform all work as shown in the existing design drawings and specifications except as modified herein.

The Contractor is responsible for reviewing the design drawings and specifications provided in Appendix A and making all necessary revisions to comply with current design requirements. (AM#5)

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 design shall also meet the requirements of the

W9126G-12-G-0083, Amendment No. 0005

Section 01 10 00 Page 2

Installation Design Guide. The latest version of building codes shall be used as design guides as long as there are no conflicts with the above requirements. In the event that there is a conflict 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. (AM#4) LEED certification is not a requirement for this project, but the sustainable design and construction principles of LEED are to be incorporated into the design and construction to the extent practicable.(AM#4)(AM#5) The estimated value of this project is between 25% and 50% of the replacement value of this facility. AT/FP scope is limited to those items identified in the task order scope of work.(\AM#5)

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 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)

Section 01 10 00 Page 3

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 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 Building Code Requirements for Structural Concrete

ACI 315 Details and Detailing of Concrete Reinforcement

ACI 530 Building Code Requirements for Masonry Structures

Architectural Barriers Act (ABA)

ABA Accessibility Standards for DOD Facilities

(ABA Standards)

American Institute of Steel Construction (AISC)

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

American National Standards Institute 11 (ANSI)

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

ANSI/IEEE C2-2007 National Electrical Safety Code http://www.access-board.gov/ADA-ABA/aba-standards-dod.cfm

Section 01 10 00 Page 4

ANSI/AF&PA NDS-2001 National Design Specification for Wood Construction

American Society of Civil Engineers (ASCE)

ASCE 7 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- 2007 Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE Guideline 1-1996 The HVAC Commissioning Process

ASHRAE Hdbk-IP Handbook

Fundamentals I-P Edition

ASHRAE Standard 15 Safety Standard for Refrigeration Systems

ASHRAE Standard 62.1-

Ventilation for Acceptable Indoor Air Quality

ASHRAE Standard 189.1 Standard for the Design of High-Performance Green Buildings

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

Welding Handbook

Architectural Woodwork Institute (AWI)

Version 1.2 AWI Quality Standards 7th Edition

Section 01 10 00 Page 5

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

Builders Hardware Manufacturers Association (BHMA)

ANSI/BHMA A156.4 American National Standards for Door Controls – Closers

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

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)

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)

Section 01 10 00 Page 6

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

Illuminating Engineering Society of North America (IESNA)

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

International Code Council (ICC)

IBC International Building Code 2012

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

IRC International Residential 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

Section 01 10 00 Page 7

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

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

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

Section 01 10 00 Page 8

NFPA 54 National Fuel Gas Code

NFPA 70 National Electrical Code

(AM#5) NFPA 70E Standard for Electrical Safety in the Workplace (\AM#5)

NFPA 72 National Fire Alarm Code

NFPA 80 Standard for Fire Doors and Fire Windows

NFPA 90a Installation of Air Conditioning and Ventilating Systems

NFPA 101 Life Safety Code

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

National Roofing Contractor’s Association (NRCA)

Roofing and Waterproofing Manual

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 WH201 Water Hammer Arrestors

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

Section 01 10 00 Page 9

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

American Water Design Guide, current edition

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)

Rainfall Frequency Atlas

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

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.

Fort Polk Installation Design Guide

Hydraulic Engineering Circular No. 22, Second Edition

I3A Installation Information Infrastructure Architecture (February 2010)

Unified Facilities Criteria (UFC) 3-410-01FA: Heating, Ventilating, and Air Conditioning - applicable only to the extent specified in paragraph 5, herein.

Section 01 10 00 Page 10

UFC 3-310-01 Design: Structural Load Data

UFC 3-210-10 Low Impact Development

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

UFC 3-420-01 Plumbing Systems

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

UFC 3-600-01 Design: Fire Protection Engineering for Facilities

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (Feb 9 2012)

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

(AM#4) U.S. Army CORPS of Engineers, Criminal Investigation Command (CIDC) Facilities,Standard Building Design Criteria (12 December 2011) (/AM#4)

2.4 DESIGN FEATURES

The design of architectural, interior, 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 field. The Contractor shall comply with the requirements of Louisiana Department of Environmental Quality (LDEQ), LDEQ general permit number Permit No. LAR 200000. The Contractor is responsible for providing and maintaining his 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). (AM#5)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.

Follow LDEQ requirements for construction sites less than 5 acres.(\AM#5)

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 for information only shall cover the I-P products actually being 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

W9126G-12-G-0083, Amendment No. 0005 http://www.hnd.usace.army.mil/techinfo/UFC/UFC4-021-01.pdf http://www.hnd.usace.army.mil/techinfo/UFC/UFC4-021-01.pdf

Section 01 10 00 Page 11

3.0. SITE PLANNING AND DESIGN GENERAL.

3.0.1. The scope of work identified in the CID Building Alterations RTA drawings (AM#5) and specifications in Appendix A shall be performed as shown except as modified herein. The Contractor is responsible for reviewing the design drawings and specifications (\AM#5) provided in Appendix A and providing revised drawings and specifications to comply with current design requirements. The civil scope of work is modified to include the following changes:

a. Sheet CU101 has been updated to show the correct location for the new fire water line connection. The remaining civil drawings have not been updated with this change.

b. Correct the orientation of the north arrow on the civil drawings.

3.0.2. The project site shall be designed and constructed in accordance with the following criteria:

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

b. 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.

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

d. 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.

e. All temporary utilities are the responsibility of the Contractor. The Contractor shall coordinate with American Water Enterprise Military Services Group (AW) if temporary water is required.

f. The parking area in front of the building is available for the Contractor’s use for material storage during construction. (AM#4) Material storage area shall be fenced, gated and screened.

Contractor shall be fully responsible for any damage incurred in the material storage area during the construction of this contract and shall restore the parking area to its original or better condition. (\AM#4)

Section 01 10 00 Page 12

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

h. DESIGN SUBMITTAL: The Contractor’s site design shall include separate drawings to include, but not limited to (AM#5) Storm Drainage Plan,(\AM#5) Utility Plan, Profiles. See also Section 01 33 16, Design After Award.

i. The Contractor is responsible for obtaining all necessary permits required for construction. A digging permit shall be obtained before any excavation is begun.

j. The Contractor shall maintain unimpeded vehicular and pedestrian traffic as currently established by the facility occupants. Work-arounds shall be at the discretion of the Contracting Officer and shall be coordinated with the DPW and facility occupants.

3.1. SITE ENGINEERING

3.1.1. BASE UTILITY INFORMATION AND DESIGN REQUIREMENTS

The Contractor shall obtain a dig permit prior to construction. It is the Contractor’s responsibility to verify existing utility locations prior to digging.

3.1.2. NATURAL GAS: There is natural gas service provided to the facility.

Contractor shall be responsible for extending the natural gas piping and providing all connections and testing required for the new natural gas stand-by generator provided and installed under this contract. (AM#5) The Contractor shall design and construction the natural gas service line per ANSI B31.8, Gas Transmission Distribution and Piping Systems (\AM#5). The Contractor shall repair or replace any existing utilities damaged during construction.

3.1.3. ELECTRICITY: The electrical infrastructure on Fort Polk is owned and operated by Entergy. (AM#4) All related electrical infrastructure renovations or new additions shall be designed in concurrence with Entergy’s design requirements. (\AM#4) Outages must be coordinated through the Contracting Officer’s representative a minimum of 14 calendar days prior to need.

3.1.4. DOMESTIC WATER & SANITARY SEWER: The domestic water and sanitary sewer infrastructure on Fort Polk is owned and operated by American Water Group. All related domestic or sanitary sewer renovation or new additions shall be designed in concurrence with American Water Group’s Design Guide and Specifications. The Contractor is responsible for all fees and associated submittals to LDHH as required by construction effort. Outages must be coordinated through the Contracting Officer’s representative a minimum of 14 calendar days prior to need.

Section 01 10 00 Page 13

3.1.5. METERS: The Contractor shall install advance utility meters on domestic water, gas, and electricity. Utility meters shall be accessible by DPW and/or privatized utilities for physical reading. Meters shall be provided and installed by construction contractor as part of the construction effort.

Provide meters equivalent to [Electricity (Shark 200), Gas (Sonix 880), Water (see AWG Design Guide & Specifications)]. For each meter location, provide horizontal Category 6 cabling from patch panel termination in the telecommunications room to the data outlet termination IAW TIA/EIA-568-C.1. The linear footage between the telecommunications room and the outlet should not exceed 250 feet. The data outlet termination shall be weatherproofed so as to allow weatherproof connection of a data patch cable between the data outlet and meter.

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

The scope of work identified in the CID Building Alterations RTA drawings (AM#5) and specifications in Appendix A shall be performed as shown except as modified herein. The Contractor is responsible for reviewing the design drawings and specifications (\AM#5) provided in Appendix A and providing revised drawings and specifications to comply with current design requirements. The architectural scope of work is modified to include the following changes:

4.1.1 Building Exterior:

4.1.1.1 Install a new parapet cap around entire exterior of facility; cap shall extend halfway down the first brick course. Work shall include all associated demolition of existing parapet cap and preparation for new installation.

4.1.1.2 Install new expansion joint material at the entire exterior of facility.

Work shall include all associated demolition of existing expansion joint material and preparation for new installation.

4.1.1.3 Install new sealants and caulking at all exterior windows. Work shall include all associated demolition of existing sealants and caulking and preparation for new installation.

Section 01 10 00 Page 14

4.1.1.4. (AM#4) Refinish all soffit areas at entries, to include removal of existing CCTV cameras prior to starting work on the soffits and reinstalling cameras upon completion of the soffit work.(\AM#4)

4.1.1.5 Provide new exterior personnel entry doors and frames, except front entry door and frame (door 101A) shall remain. Provide a new single door in lieu of a double door for door 120A, to match new doors 128A and 142A. (AM#5) New doors shall be similar in style to existing doors 128A and 142A. Provide a one-way privacy film on the door glazing and sidelites to match the window film provided on exterior windows. Refer to Interior Material and Color Schedule, Sheet AE602.

(\AM#5)

4.1.1.6 Provide new sealants on all existing exterior door frames that are not being replaced.

4.1.1.7 On sheet AD101, delete sheet keynote #8. Broken glass has been replaced.

4.1.2 Building Interior:

4.1.2.1 Provide new hardware and accessories on all interior doors. Provide fire rated hardware where required.

4.1.2.2 Remove all secondary entry vestibules (rooms 120, 128, and 142).

Remove interior door and frame, sidelites, and supporting partition.

Remove existing flooring and base in the vestibules. Provide new VCT and base to match new VCT and base installed in corridors.

4.1.2.3 Provide recessed removable walk off mats at each entry location.

4.1.2.4 Provide new carpet in Room 137. Work shall include the removal of existing flooring in this room and preparation of the floor for installation of carpet.

4.1.2.5 Remove existing flooring in Room 123 and prepare floor for installation of VCT.

4.1.2.6 Provide undercut at doors as needed to accommodate new carpet.

4.1.2.7 Delete the requirement to demolish and replace the existing floor and wall base in Room 114, Evidence Storage Room. The existing floor and wall base shall remain.

4.1.2.8 Existing racks in Room 114 Evidence Storage Room shall remain in place during renovations. Painting shall be performed around the racks.

4.1.2.9 Remove double doors (101B) and replace with new double doors with new electromagnetic security hardware system. Locate control in the new reception area within Room 111. Refer to paragraph 6.1.4 for additional information.

4.1.2.10 Remove the reception countertop in Lobby 101 and provide new updated countertop without sharp edges. Counter shall be minimum ½

Section 01 10 00 Page 15 inch thick cast 100 percent acrylic polymer solid surfacing material with rounded bullnose edge.

4.1.2.11 Remove existing reception glass partition and provide new window with permanently fixed paper slot and a heavy duty, lockable sliding glass counter pass-thru (AM#4), minimum ½ inch tempered safety glass. Glass shall be minimum 1-inch hardened / shatter proof.(\AM#4)

4.1.2.12 Provide new cabinets and new countertop in Break Room 154. Upper and lower cabinets shall be provided. Upper cabinets shall extend from the area over the sink to the area over the refrigerator. Work shall include demolition of the existing cabinets and preparation for new installation. Refer to paragraph 4.6.1 Casework for additional information.

4.1.2.13 Provide new plumbing fixtures and sinks throughout the facility, to include toilets, urinals, sinks in the break room and restrooms, and mop sinks in the janitor closets. See also paragraph 5.1.9.

4.1.2.14 Provide new benches and phenolic partitions for the dressing areas outside each shower in restrooms 135 and 147. Work shall include demolition of the existing benches and partitions and preparation for new installation.

4.1.2.15 Provide new (under deck) sprayed-on insulation to meet R-19 for the roof.

4.1.2.16 Patch, repair and paint any areas affected by new construction.

4.1.2.17 Option No. 0001: Design and construct the demolition and replacement of wall and floor tiles in all restrooms and restroom vestibules.

4.2 ENVIRONMENTAL SURVEYS AND ABATEMENT

The Record of Environmental Consideration (REC) for the building is provided in Appendix C. For bidding purposes, assume that all floor tile with mastic, duct insulation, pipe insulation, all exterior sealants around the building (sealant around vent at mechanical room, expansion joint material, window sealants and caulking), and black roof sealant throughout the roof, contain asbestos containing materials, and that all door frames, window trim, and window casings contain lead based paint;

do not rely on the quantities provided in the REC for these materials. The 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 HARDWARE

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4.3.1 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. (AM#5) Provide a hold-open feature on the closer, or as a separate item from the closer, for exterior doors in unoccupied spaces such as the mechanical room.

(\AM#5) Push pad rim exit devices shall be installed all building egress doors. All hardware shall be stainless steel Grade 1. Locksets shall be Security Grade 1 and compatible with Best cores, 7-pin.

4.3.2 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. Provide other hardware as necessary for a complete installation. All hardware shall be Grade 1.

4.3.3 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.

4.4 ACOUSTICAL REQUIREMENTS

4.4.1 Doors, Windows & Interior Partitions

Install new drywall partitions at same height of existing adjacent partition unless new work requires the space to be sound, fire, or security rated or designed, in which case the partition will be carried all the way up to the underside of the roof deck above. If the rating requires an existing partition to be carried all the way up to the roof deck above, the Contractor shall provide the new partition addition above the existing partition. 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 office partitions – STC 49

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(b) New interior doors (AM#4) except at unoccupied spaces (/AM#4) –

STC 33

4.4.2 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 interior of dwelling units.

4.5 EXTERIOR

(AM#4) Provide a chain link enclosure around the new backup generator.

Interior of fenced enclosure shall be entirely of concrete. Enclosure shall comply with ATFP requirements per UFC 4-010-01 DOD Minimum Antiterrorism Standards for Building (Feb 9 2012) (/AM#4).

4.5.1 Communications Room

Contractor shall renovate Copy/Communications Room 109 to a communications room, constructed in accordance with I3A. The existing room size has been evaluated and has been determined to be acceptable for use as a communications room. The room shall be air conditioned, and HVAC for this room shall be controlled independently from other areas of the building. See Part 5 – Mechanical Engineering and Part 6 – Electrical Engineering for additional requirements.

4.5.2 Exterior Doors and Frames

4.5.2.1 Exterior Personnel Entry Doors

Install new insulated, minimum Level 3, physical performance Level A, Model 2 flush metal single doors on metal frames. Frames shall be 12-gauge, with continuously welded mitered corners and seamless face joints. Doors and frames shall be constructed of hot dipped zinc coated steel sheet, complying with ASTM A653, Commercial Steel, Type B, minimum A40 coating weight; factory primed. Fire-rated openings shall comply with applicable codes, and the requirements of the labeling authority. Door and frame installation shall comply with applicable codes and criteria.

4.5.2.2 All exterior metal doors, new or existing, shall be painted.

4.6 INTERIOR DESIGN

General: Provide sustainable materials and furnishings that are durable, mold-resistant, easily maintained and replaced. Provide interior surfaces

Section 01 10 00 Page 18 that are easy to clean and light in color. New paint shall not form a moisture barrier. (AM#5) Insure interior walls have a permeable finish material. (\AM#5)

The Interior Material and Color Schedule on Sheet AE602 establishes the material quality level and proposed color scheme for the facility. Some of the materials in this schedule may be discontinued. The Contractor is responsible for updating the schedule to include material changes identified in this statement of work and to provide updated material and color selections for Government approval.

4.6.1 Casework

Provide cabinets complying with Architectural Woodwork Institute Quality Standards. Countertops shall be minimum ½ inch thick cast 100 percent acrylic polymer solid surfacing material with waterfall front edge and coved backsplash.

4.6.2 Interior Doors and Frames:

(a) Hollow Metal Doors: Provide Hollow Metal doors and frames where shown on drawings. Doors shall be minimum Level 2, physical performance Level B, Model 2; factory primed.

(b) Hollow Steel Frames: Comply with ANSI A250.8/SDI 100. Frames shall be minimum Level 2, 16 gauge, with continuously welded mitered corners and seamless face joints; factory primed.

(c) Fire-rated and Smoke Control Doors and Frames: Comply with applicable codes, criteria and requirements of labeling authority.

(d) STC ratings shall be of the sound classification required and shall include the entire door and frame assembly.

(e) Solid Core Wood Doors: Provide flush solid core wood doors with Grade A hardwood face veneer for transparent finish on hollow steel frames. Stile edges shall be non-finger jointed hardwood compatible with face veneer. Provide wood doors where shown on drawings.

(f) All interior metal doors and frames, new and existing, shall be painted.

4.6.3 Mold Mitigation

(AM#5)The Contractor shall provide details in the design analysis and design showing steps taken to eliminate mold growth in the facility.

(\AM#5) Where mold resistant products are available they shall be provided to the maximum extent possible.

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4.6.4 Toilet Accessories

Furnish and install all toilet accessories, to include the showers, necessary for a complete and usable facility. All toilet accessories shall be Type 304 stainless steel with satin finish unless specified otherwise.

4.7 FINISHES

4.7.1 Paint

(a) All paints used shall be listed on the "Approved product list" of the Master Painters Institute, (MPI). Application criteria shall be as recommended by Master Painters Institute (MPI) guide specifications for the substrate to be painted and the environmental conditions existing at the project site.

(b) Exterior surfaces, except factory pre-finished material or exterior surfaces receiving other finishes shall be painted a minimum of one prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile content are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project.

Exterior paints and coating products shall be classified as containing low volatile organic compounds (VOCs) in accordance with MPI criteria.

Application criteria shall be as recommended by MPI guide specifications.

Provide an MPI Gloss Level 5 Finish (Semi-gloss), unless otherwise specified.

(c) Interior surfaces, except factory pre-finished material or interior surfaces receiving other finishes shall be painted a minimum of one prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile content are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project. Interior paints and coating products shall contain a maximum level of 150 g/l (grams per liter) of volatile organic compounds (VOCs) for non-flat coatings and 50 g/l of VOCs for flat coatings. Provide an MPI Gloss Level 5 Finish (Semi-gloss) with a minimum perm rating of 10, such as Sherwin Williams ProMar 200 Zero VOC S/G or similar, in all areas. Irregular surfaces shall be leveled with at least one coat of acrylic skim coat of Skimm Durafloat or similar material. In addition, provide one coat of Litex acrylic texture or equal prior to painting.

4.7.2 Minimum Interior

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(a) Wall, ceiling and floor finishes shall conform to the requirements of the IBC, NFPA and UFC 3-600-01. Where code requirements conflict, the most stringent code requirement shall apply.

(b) When installing ceramic, porcelain or quarry tile on floors or wall, use a narrow grout line technique. Grout color selected shall not be light or white.

(c) Floors: VCT or porcelain tile flooring shall be provided as indicated on the finish schedule.

(d) Ceilings: Provide and install a 2’ x 2’ acoustical ceiling system throughout unless otherwise stated in drawings. Provide and install a gypsum ceiling system at all restroom areas and where shown in drawings. Install ceilings at same height as existing unless stated otherwise. See Electrical Chapter for lighting scope of work.

PART 5 MECHANICAL ENGINEERING

5.1 GENERAL REQUIREMENTS

The scope of work identified in the CID Building Alterations RTA drawings (AM#5) and specifications in Appendix A shall be performed as shown except as modified herein. The Contractor is responsible for reviewing the design drawings and specifications (\AM#5) provided in Appendix A and providing revised drawings and specifications to comply with current design requirements. The mechanical scope of work is modified to include the following changes:

5.1.1 New HVAC system for the building is being designed and installed by separate contract. Design and construction work shall be coordinated between the two contracts to ensure that the building has a complete, useable and fully functioning HVAC system upon completion. A copy of the scope of work for the HVAC replacement contract is attached as Appendix B.

5.1.2 (AM#5) (AM#24) Provide a complete return ductwork system with all fittings, transitions, and return registers for the entire building, excluding the evidence storage room and the communications room. (/AM#4) Provide a complete return ductwork system with all fittings, transitions, and return registers for the entire building, excluding the evidence storage room and the communications room. (\AM#5)

5.1.3 (AM#4) Delete Appendix A, Sheet M-101. Design and install new supply ductwork system for the entire building based on the new 4- VAV system shown in Appendix B. (\AM#4) Replace all current supply diffusers with new 2 ft x 2ft diffusers.

5.1.4 Provide a properly sized (0.5 – 1 ton) split dx heat pump system to the evidence storage room. The unit shall be located above ceiling in the

Section 01 10 00 Page 21 corridor outside the evidence storage room, easily accessible for maintenance, with ducted supply and return. This is a stand-alone system that serves only the evidence storage room. It cannot be combined with the system serving the communications room or the system serving the rest of the building.

5.1.5 Provide a properly sized (0.5 – 1 ton) split dx (AM#4) heat pump (/AM#4) system to the communications room. The unit shall be located above ceiling in the corridor outside the communications room, easily accessible for maintenance, with ducted supply and return. This is a stand-alone system that serves only the communications room. It cannot be combined with the system serving the evidence storage room or the system serving the rest of the building.

5.1.6 Provide 100% exhaust to the evidence storage room. Evidence room exhaust cannot be connected to the building exhaust duct and ERV (AM#4) provided by the separate HVAC contractor (\AM#4). Evidence room will require dedicated exhaust duct and fan.

5.1.7 Provide 100% exhaust to the two (2) janitor closets.

5.1.8 (AM#4) Provide ductwork system to connect the exhaust from the bathrooms and janitor closets and to the ERV. Exhaust fans and ERV will be provided by the separate HVAC contractor (Appendix B scope of work). (\AM#4)

5.1.9 Provide door registers to the two (2) janitor closets.

5.1.10 Demo and replace all plumbing fixtures in the bathrooms, break room and janitor’s closets. The fixtures shall be rated as follows:

Showers 1.5 gpm Lavatories 0.5gpm Toilets 1.28 gpf Janitor’s mop sink 2.0 gpm Urinals – low flow (not waterless).

5.1.11 (AM#4) Provide new water coolers to replace the existing water coolers. (\AM#4) New wall mounted electric water coolers shall include a water bottle filler similar to Oasis Model P8SBF. Water coolers shall comply with ADA criteria and AHRI criteria. Provide water filter for each water cooler as recommended by the manufacturer. Water filters shall be readily accessible with easily replaceable cartridge elements.

5.1.12 (AM #4) Relocate the backflow preventer for the fire suppression system from the location shown on Appendix A, Sheet F-101 to a location 5 feet from the building. Backflow preventer shall meet American Water’s requirements.

5.1.13 Coordinate mechanical demo shown on Appendix A, Sheet MD101 with the new work shown in Appendix B, Sheet MD101. Do not demo the new work installed by the HVAC contractor.

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5.1.14 Provide an EMCS panel and future building point of connection to UMCS system in the mechanical room. Provide a connection from the EMCS panel to the communications room. (\AM#4)

5.2 TESTING, ADJUSTING AND BALANCING

Test and balance air and hydronic systems, using a firm certified for testing and balancing by the Associated Air Balance Council (AABC), National Environmental Balancing Bureau (NEBB), or the Testing Adjusting, and Balancing Bureau (TABB). Perform TAB in accordance with the requirements of the standard under which the TAB Firm's qualifications are approved, i.e., AABC MN-1, NEBB TABES, or SMACNA HVACTAB unless otherwise specified herein. All recommendations and suggested practices contained in the TAB Standard shall be considered mandatory. Use the provisions of the TAB Standard, including checklists, report forms, etc., as nearly as practicable to satisfy the Contract requirements. Use the TAB Standard for all aspects of TAB, including qualifications for the TAB Firm and Specialist and calibration of TAB instruments. Where the instrument manufacturer calibration recommendations are more stringent than those listed in the TAB Standard, adhere to the manufacturer's recommendations. All quality assurance provisions of the TAB Standard such as performance guarantees shall be part of this contract. For systems or system components not covered in the TAB Standard, the TAB Specialist shall develop TAB procedures. Where new procedures, requirements, etc., applicable to the Contract requirements have been published or adopted by the body responsible for the TAB Standard used (AABC, NEBB, or TABB), the requirements and recommendations contained in these procedures and requirements are mandatory.

5.3 ENERGY CONSERVATION

The contractor shall purchase Energy Star or FEMP designated products.

The term “Energy Star product” means a product that is rated for energy efficiency under an Energy Star program. The term “FEMP designated product” means a product that is designated under the Federal Energy Management Program of the Department of Energy as being among the highest 25 percent of equivalent products for energy efficiency. When selecting integral sized electric motors, choose NEMA PREMIUM type motors that conform to NEMA MG 1, minimum Class F insulation system.

Motors with efficiencies lower than the NEMA PREMIUM standard may only be used in unique applications that require a high constant torque speed ratio (e.g., inverter duty or vector duty type motors that conform to NEMA MG 1, Part 30 or Part 31).

PART 6 ELECTRICAL ENGINEERING

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6.1 GENERAL REQUIREMENTS

The scope of work identified in the CID Building Alterations RTA drawings (AM#5) and specifications in Appendix A shall be performed as shown except as modified herein. The Contractor is responsible for reviewing the design drawings and specifications (\AM#5) provided in Appendix A and providing revised drawings and specifications to comply with current design requirements. The electrical scope of work is modified to include the following changes:

6.1.1 Provide new lighting and lighting control throughout the facility to meet the requirements of ASHRAE 189.1. New, energy efficient lighting will be installed in all areas. Occupancy and vacancy control of the lighting will be installed in all areas except electrical, mechanical, and communications rooms. Sensors shall be located to provide full coverage, including restrooms and showers. For office spaces with modular furniture, sensors shall be located to accommodate modular furniture up to six feet tall.

Update the lighting details and lighting fixture schedule provided on Sheets EL501 and EL601…