RFP_09-R-0044_CDC_Am0004.pdf

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

Child Development Center Hill AFB, UT

Note : Please refer to Special Notice in the Pricing Schedule Notes for information regarding Buildings 2241 & 2242.

This solicitation is 100% Set Aside for Small Business concerns.

1 Encl.

1. Revised Pages: Pricing Schedule, Section 01 10 10 (Replace existing in its entirety), Appendices (A, G, H.3, I, L, N)

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

MODIFICATION OF CONTRACTS/ORDER

NO.

E. IMPORTANT: Contractor

15B. CONTRACTOR/OFFEROR

is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.

Offers 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 submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT 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.

is extended, B.

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

TRACT ORDER NO. IN ITEM 10A.

2. AMENDMENT/MODIFICATION NO.

6. ISSUED BY

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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.

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) is required to sign this document and return

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

PAGE OF PAGES 1. CONTRACT ID CODE

5. PROJECT NO. (If applicable) 4. REQUISITION/PURCHASE REQ. NO. 3. EFFECTIVE DATE

7. ADMINISTERED BY (If other than Item 6)

15C. DATE SIGNED

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

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10B. DATED (SEE ITEM 13)

CODE CODE

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.

is not ex-copies to the issuing office.

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

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

USAPPC V2.00

10A.

30-105-02

N/A

DEPARTMENT OF THE ARMY

U.S. ARMY ENGINEER DISTRICT, SACRAMENTO

SACRAMENTO, CALIFORNIA 95814-2922

DEPARTMENT OF THE ARMY

U.S. ARMY ENGINEER DISTRICT, SACRAMENTO

SACRAMENTO, CALIFORNIA 95814-2922

CODE FACILITY CODE

1 318

0004 JUL 10, 2008 N/A 1706

W91238-09-R-0044

JUN 16, 2009

N/A

W91238-09-R-0044

Amendment 0004

PRICING SCHEDULE

CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO

PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH

IN THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

TOTAL

PRICE

BASE PRICING SCHEDULE

Construct, connect, and test all facility/ features for a 32,476 sf Child Development Center Facility, within 5-foot building line. (MILCON funded) (except as otherwise noted), complete and usable.

LUMP SUM

Construct, connect, and test all site facility/features outside 5-foot line of Child Development Center Facility (infrastructure, connections, vehicle pavement and site work) (MILCON Funded) (except as otherwise noted), complete and usable.

SUB-TOTAL BASE PRICE $____________

(ITEMS 0001 THRU 0002)

Amendment 0004

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

OPTION PRICING SCHEDULE

1001 Design all facility/

Outdoor Play Environment/features for Child Development Center Facility. Includes play equipment, sitework, landscaping, utilities, and all supporting features, complete and useable. Includes the design of all systems, structural connections and utility services.

1002 Provide all material, labor and equipment required to design, construct, install and test a 1,052 SF Pre- Toddler #2, Room #129 and associated corridor with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as otherwise noted), complete and useable.

Provide all material, required to design, construct, install and test a 1045 SF Pre-Toddler #6, #232 and associated corridor with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

Amendment 0004

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

1004 Provide all material, required to design, construct, install and test a 1105 SF Toddler #2, Room #123 and asociated corridor with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1005 Provide all material, required to design, construct, install and test a 108 SF Buggy Storage area with Child Development Center Facility, (north of Lobby) within 5-ft. building line, (MILCON funded) (except as otherwise useable.

1006 Provide all material, required to design, construct, install and test a 108 SF Buggy Storage area with Child Development Center Facility, (south of Lobby) within 5-ft. building line, (MILCON funded) (except as otherwise

Amendment 0004

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

1007 Provide all material, required to design, construct, install and test a 98 SF extension of Mechanical Room #2 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1008 Provide all material, required to design, construct, install and test a 97 SF extension of Mechanical Room #1 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1009 Provide all material, required to design, construct, install and test a 189 SF Outdoor Storage Room #228 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

Amendment 0004

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

1010 Provide all material, required to design, construct, install and test a 221 SF Outdoor Storage Rooms #211, and #212 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1011 Provide all material, required to design, construct, install and test a 183 SF Outdoor Storage Rooms #248, and modify Buggy Storage #249 adding a partition wall and exterior pair of doors to create Outdoor Storage #250 with Child Development Center Facility, within 5-ft.

building line, (MILCON funded) (except as

1012 Provide all material, required to design, construct, install and test a total of 6,325 5175 SF of electric mat radiant floor heat in Base Bid Infant Activity Rooms #1, #2, #3, #4 and #5, and Pre-Toddler Rooms #1, #2, #3, #4, #5 and #6;

(11 x 575 SF each)within 5-ft. building line, (MILCON funded) (except as otherwise noted), complete and useable. 1 Note: If Bid Option(s) to add Pre-Toddler Rooms #2 and #6 are not accepted, or radiant heat in other rooms is deleted, the price shall be adjusted by average cost at 575 SF per room.

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Amendment 0004

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

1013 Provide all material, required to design, construct, install and test 860 SF of Snow/Ice Melt system at Main Entry Canopy and Main Entry Sidewalk (MILCON funded) (except as otherwise

1014 Demo Demolish, Remove all

Refuse, cap all facility connecting utilities and backfill/compact site excavations for Building 732 (Storage) (MILCON Funded) complete.

1015 Demolish, Remove all connecting utilities and backfill/compact site excavations for Building 827 (Well Pump House) (MILCON Funded) complete.

1016 Demolish, Remove all connecting utilities and backfill/compact site excavations for Building 1415 (Storage) (MILCON

ITEM DELETED

1016 Demolish, Remove all connecting utilities and backfill/compact site excavations for Building 1532 (Munitions Maint/Admin)

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Amendment 0004

LINE

ITEM

NO. DESCRIPTION QUANTITY

UNIT OF

MEASURE

1017 Demolish, Remove all connecting utilities and backfill/compact site excavations for building 1911 (Logistics Facility)

1018 Demolish, Remove all connecting utilities and backfill/compact site excavations for building 2201 (Storage) (MILCON

SUB-TOTAL OPTION

PRICE(ITEMS 1001 THRU

1018)

TOTAL PRICE(ITEMS

0001 THRU 1018)

Notes:

1. Prices must be submitted on all individual items of this Pricing Schedule.

Failure to do so may cause the proposal to be determined "unacceptable".

2. If a modification to a price is submitted which provides for a lump sum adjustment to the total price, the application of the lump sum adjustment to each item in the Pricing Schedule must be stated. If it is not stated, the offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every item in the Pricing Schedule.

3. The offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items in the Pricing Schedule. The Government will review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalanced may cause the proposal to be determined "unacceptable".

4. The successful bidder/offeror grants the options listed in the Pricing Schedule to the Government. The options for Option Line Items 1001 through 1012 may be exercised up to 30 calendar days after receipt of notice to proceed. The options for Option Line Items 1013 through 1018 may be exercised up to 90 calendar days after receipt of notice. Any of the option line items may be exercised as an individual option.

Exercise of the option occurs upon mailing of written notice to the Contractor. Exercise will be made by the Contracting Officer. The price for exercise of the option includes all work and effort associated with the scope of that item. No additional time for contract completion will be allowed when an option is exercised. The given contract completion time was formulated to include time necessary to perform all option work.

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Amendment 0004

5. The target ceiling for contract award for design and construction is $12,000,000.00 (MILCON) based on the funds made available for this project.

The Government cannot guarantee that additional funds can be made available for award. Offerors are under no obligation to approach this ceiling.

SPECIAL NOTICE: Any previous information that may have been relayed or discussed regarding demolition of Buildings 2241 and 2242 is to be disregarded; Buildings 2241 and 2242 are NOT included in this solicitation.

Design-Build RFP, Child Development Center (CDC) URSF-XX-XXXX Hill AFB, UT KRSM083003

SECTION 01 10 10

DESIGN REQUIREMENTS FOR A CHILD DEVELOPMENT CENTER (CDC)

TABLE OF CONTENTS

Design Requirements

1. General

2. Design Requirements

3. Sustainable Design

4. Geotechnical and Foundations

5. Sitework

6. Utilities

7. Landscape and Irrigation

8. Architectural

9. Structural and Comprehensive Interior Design Requirements

10. Structural Design

11. HVAC

12. Plumbing

13. Fire Suppression

14. Electrical Systems

15. Electronic Systems

16. Fire Detection and Alarm System

17. Corrosion Control and Cathodic Protection

18. Food Service Design

19. Outdoor Play Environment

20. Room Data Sheets

21. Fire Protection/Prevention Inspection Guide

7/6/2009

AM-04

SECTION 01 10 10

DESIGN REQUIREMENTS FOR LARGE CHILD DEVELOPMENT CENTER (CDC)

1. GENERAL

1.1 DOCUMENT INTENT

Section 01 10 10 supplements UFC 4-740-14 and the drawings contained herein.

This section was developed to provide typical conditions for large size Air Force Child Development Centers at any location. The requirements in this section are based on a building occupancy of 304 children. In cases where this section is applied to facilities of lesser size any code requirement based on total building occupancy should be adjusted to reflect the actual size of the facility as shown in the drawings that are part of this Request for Proposal. Additional Base specific design and construction requirements are included in Appendix A. In cases of conflict the following order of precedence shall govern; UFC 4-740-14 in all cases except room sizes and arrangements which are governed by the drawings, the clarification to NFPA 72 in paragraph 9.4.8 in section 01 10 10, then the Standard drawings, then the site specific Appendix A and then section 01 10 10.

1.2 PROJECT DESCRIPTION

This project is for design and construction of a single story Child Development Center in accordance with UFC 4-740-14; Design: Child Development Centers, and the requirements of this document. Square footages are indicated on the Base specific drawings. The contractor is responsible for final design and obtaining all permits in accordance with this document and all applicable building codes. This project shall allow fast track construction.

Construction shall not commence on any part of the work until after completion and approval of specific design elements in accordance with section 01 10 12; Design after Award. If the Contractor elects to do fast track construction, approval for any part on the design by the government does not constitute overall project design approval. The contractor shall be responsible for all conflicts that arise from coordination of design and construction. This project shall be designed and constructed in accordance with sustainable design principles outlined by the LEED process. It is the goal of this project to accumulate sufficient points for the LEED Silver level of certification.

2. DESIGN REQUIREMENTS

2.1 GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared include, but are not limited to construction drawings, specifications, submittals, and design analysis as required in Section 01 10 12 Design after Award. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with the Design Criteria. Base specific criteria will be provided in the Appendix A.

2.2 DESIGN

The project shall be designed in accordance with the RFP using sustainable design principles and efficient practices. The design of the building and the materials selected shall be high quality, durable and easily maintained. 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.

The Contractor’s Architect shall work with Base’s Architect to define and specify the exterior aesthetic. This includes but is not limited to the selection of the exterior finishes and textures, the incorporation of additional windows either on the exterior or as clerestories, the slope of the roof and the entry walkway. The first appearance of this facility from the parking lot to the entry is extremely important and the Contractor needs to ensure that aesthetic is well designed. The Contractor is also responsible for assisting the Base Architect in providing sketches and perspectives in order to get the necessary approvals to proceed with the design and construction of the facility.

If Appendix A is referenced in the Section 01 10 10 but no information is provided in the Appendix the Contractor can assume that no further information shall be provided.

2.3 SPECIFICATION INTENT

The intent of this specification section is to further describe the performance requirements for appearance, function, materials, quality, and types of construction to enable engineering, design, and construction to be completed by the Contractor. In this specification section, design requirements are provided for each element of the work which outlines the parameters and design to which the Contractor shall design. In addition, the UFGS specifications referenced throughout this section shall be used as the basis for quality, materials, and construction and form part of the contract.

2.4 COORDINATION BETWEEN THE VARIOUS DISCIPLINES

The Contractor shall be responsible for the coordination between disciplines in order to fulfill the requirements of this contract and to provide for a complete, integrated, and functional design.

2.5 QUALITY OF WORK

SECTION 01 10 10

7/6/2009

Construction documents shall be of sufficient detail to afford a clear understanding of the construction work required. The work shall be organized in a manner that will assure thorough coordination between the various details on the drawings and the specifications. The Contractor shall crosscheck all work until all conflicts have been reconciled. The design shall comply with the base specific General Design Guidelines and Architectural Compatibility Guidelines; see Appendix A.

2.6 RFP DESIGN AND TECHNICAL CRITERIA

Design and construction shall comply with UFC 4-740-14; the drawings;

appendices and requirements contained in this Request for Proposals (RFP).

The design and technical criteria contained and cited in this Section establish minimum standards for design and construction quality. The objective of this solicitation is to obtain functional, fully operational and sustainable facilities that conform to the basic dimensions and configurations presented in the RFP. Adjustments and enhancements to the RFP floor and site plans are permitted strictly limited to accommodate actual design and construction conditions, but and for the most part, they represent the functional and organizational space arrangements of the building Users.

The spatial arrangements for the interior of the individual activity rooms and kitchen are particularly important to the government. No deviations from the criteria will be allowed unless prior approval by HQ USAF/A1SA is obtained in writing from the Contracting Officer's Representative. However, the Contractor is encouraged to look at optional equipment and use of space to reduce square footage for support areas to reduce overall facility costs.

All questions or problems encountered by the Contractor in following criteria shall be promptly submitted with recommendations to the Contracting Officer's Representative for approval by HQ USAF/A1SA.

The primary governing document is the Unified Facilities Criteria for Child Development Centers however, in the case of any conflicts that may arise between the RFP and the UFC, the UFC will govern except for the layout of the overall building and the layout of the activity rooms contact Contracting Officer for guidance. These spaces have been designed and approved through the RFP process and shall not be deviated from. The Contractor is responsible for bringing these conflicts to the attention of the Contracting Officer's Representative for approval.

A preliminary code research has been performed as part of the creation of these documents. The Contractor will be responsible to perform a full code research for the project and design and construct a facility in compliance with applicable codes. The preliminary code review and life safety analysis that occurred during the preparation of the RFP were cursory reviews to check on overall design issues. The government does not believe the RFP documents present inherent building code or life safety problems. The Contractor has final design responsibility and shall be responsible for building code and life safety compliance.

Architectural detail, materials and finishes are paramount to the success of this project. Exterior materials and finishes shall be compatible with other existing facilities on the base. All efforts have been made to specify compatible products and construction materials.

SECTION 01 10 10

7/6/2009

Contractor is responsible to perform RADON testing of the entire facility, under closed building conditions, prior to move in. All testing shall be conducted in accordance with U.S. EPA protocols by a certified RADON testing professional. RADON test results will be submitted to the Contracting

Officer’s Representatative and shall not exceed the U.S. EPA Compliance level of 4.0 pCi/l. The contractor shall be responsible for the RADON mitigation if test levels fall above the compliance level.

The Contractor is responsible for providing documentation verifying that children are not exposed to lead-based paint, and other toxins. Areas that have been recently painted, carpeted, tiled, or otherwise renovated are ventilated before they are used by children.

Contractor is responsible to perform RADON testing of the entire facility footprint and provide the government with a report of findings. All testing shall be conducted in accordance with U.S. EPA protocols by a certified RADON testing professional. Radon measurement shall not exceed the U.S. EPA Compliance level of 4.0 pCi/l. If the level of Radon is above the compliance level, the government will issue a contract change to design and install a system to mitigate the Radon to ensure the radon level in the completed facility does not exceed the compliance level. If mitigating is required, the contractor shall be required to conduct follow up testing of the completed facility, under closed building conditions, to ensure the facility is within EPA compliance guidelines. The contractor shall be responsible for any further mitigation efforts at no cost to the government should the follow up testing not be within EPA compliance guidelines.

The Contractor is responsible for providing documentation verifying that children are not exposed to lead-based paint, volatile organic compounds, heavy metals in the drinking water and molds. Areas that have been recently painted, carpeted, tiled, or otherwise renovated shall be well ventilated before they are used by children.

2.6.1 Section 01 10 10 DESIGN REQUIREMENTS: Specification Section 01 10 10 DESIGN REQUIREMENTS defines the design and performance criteria. The applicable building codes and standards shall be used as the minimum criteria to develop the construction documents for areas of work not specifically defined.

2.6.2 Section 01 10 12 DESIGN AFTER AWARD: Specification Section 01 10 12 DESIGN AFTER AWARD defines the format and submittal requirements in which the design and the construction documents shall be prepared by the Contractor.

2.6.3 Technical Specifications: The contractor shall develop the technical specifications from the Unified Facilities Guide Specification (UFGS) System, Divisions 2 through 48. For the areas of work in which the UFGS specifications have not been provided, the Contractor shall develop these specifications as required. Technical specifications required for this project are listed herein for each element of the work. However, this listing is not limited to the other specifications that may be required for all elements of the work.

2.7 DESIGN CODES, STANDARDS AND CRITERIA

The design shall comply with the base specific General Design Guidelines and the Architectural Compatibility Guidelines of that base.

SECTION 01 10 10

In addition to the specific codes, standards and criteria referenced throughout this RFP, the Contractor shall prepare design and construction documents for all elements of the project in accordance with UFC 4-740-14 and the following codes using the most current editions. Where there is a conflict between the RFP and building codes, the most stringent shall apply.

When codes are in conflict, the most stringent shall apply. This list is not intended to be a complete list. All work shall be designed and constructed to meet all applicable codes, standards and laws. Reference other sections of this RFP and the UFGS specifications referenced for use for other standards and references not listed below.

ABA Architectural Barriers Act AFDS Air Force Design Guide, current edition ANSI American National Standards Institute Standards ASCE American Society of Civil Engineers, Minimum Design Loads for

Buildings and Other Structures, Latest edition.

ASHRAE American Society of Heating, Refrigeration and Air Conditioning

Engineers ASTM American Society for Testing and Materials DCID Director of Central Intelligence Directive 6/9, Physical

Security Standards for Sensitive Compartmented Information Facilities

EIA Electronic Industries Association ETL Engineering Technical Letters IBC International Building Code IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society Lighting Handbook IMC International Mechanical Code IPC International Plumbing Code MILHDBK Military Handbooks NEC National Electrical Code, current edition NEMA National Electrical Manufacturer's Association NESC National Electrical Safety Code NFPA National Fire Protection Association Codes and Standards, most current edition SMACNA Sheetmetal & Air Conditioning Contractors National Association TI’s Technical Instructions TM’s Technical manuals UFC Unified Facilities Criteria UL Underwriter's Laboratories

The Contractor shall also follow all current national and state codes, regulations and specifications involving civil, architectural, interior design, structural, mechanical, electrical, and environmental disciplines which are applicable to the engineering design and construction industry, including OSHA Safety and Health Standards and Air Force policy on Ozone Depleting Chemicals (ODC’s).

Use of the most current versions of the National Fire Codes and Life Safety Codes, published by the National Fire Protection Association (NFPA), the

International Building Code (IBC), and the Architectural Barriers Act (ABA)is mandatory. In case of conflict between code requirements, the most stringent criteria shall apply.

2.8 DESIGN UNITS

The design shall be developed using English units.

2.9 ACRONYMS AND ABBREVIATIONS

AASHTO American Association of Highway and Transportation Officials ABA Architectural Barriers Act ACI American Concrete Institute A-E Architect-Engineer A/E/C Architect/Engineer/Contractor AF Air Force AFF Above Finish Floor AF&PA American Forest and Paper Association AFI Air Force Instruction

AFM

AFCEE

AFCESA

AFSVA

Air Force Manual Air Force Center for Engineering and the Environment Air Force Civil Engineering Support Agency Air Force Services Agency

AHU Air Handling Unit AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANSI American National Standards Institute API American Petroleum Institute AR Army Regulation ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigeration, and Air

Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AT/FP Anti-terrorism/Force Protection AWS American Welding Society BCE Base Civil Engineer BICSI Building Industry Consulting Service International BMP Best Management Plan BRAC Base Realignment and Closure C Centigrade CADD Computer Assisted Design and Drafting CATV Cable Television CCB Construction Criteria Base

CCTV

CDC

Closed Circuit Television Security Child Development Center

Cfm cubic feet per minute CFR Code of Federal Regulations cfs cubic feet per second cm centimeter c.m. corrugated metal CMAA Crane Manufacturers Association of America CMU Concrete Masonry Unit

SECTION 01 10 10

7/6/2009

COM Customer’s Own Material COR Contracting Officer’s Representative CoS Center/s of Standardization CP Cathodic Protection CSV Comma-Separated-Values CWE Current Working Estimate D-B Design-Build D-B-B Design-Bid-Build DD Department of Defense DDC Direct Digital Controls DM Design Manual DOD Department of Defense DPW Directorate of Public Works DX Direct Expansion EIA Electronic Industries Alliance EC Engineering Circular EM Engineering Manual EMCS Energy Management and Control System EMI Electromagnetic Interference EN-DA Architectural/Structural/Civil Engineering Section, Mobile

District EN-DW Project Support Section, Mobile District ENG Engineer Form designation EN-GG Geotechnical and Dam Safety Section, Mobile District EPA Environmental Protection Agency ER Engineering Regulations ETL Engineering Technical Letter F Fahrenheit FAR Federal Acquisition Regulation FFE Furniture, Fixtures and Equipment FPP Furniture Placement Plan fps feet per second FSC Federal Supply Class FSN Federal Standard Number FSS Federal Supply Schedules FY Fiscal Year GD Geographic District gpm gallons per minute HAG Historical Analysis Generator HAP Hourly Analysis Program HTW Hazardous and Toxic Waste HVAC Heating, Ventilating and Air Conditioning IBC International Building Code ICC International Code Council IEEE Institute of Electrical and Electronics Engineers IES Illumination Engineering Society IFGC International Fuel Gas Code I-H In-house IMC International Mechanical Code IMCOM Installation Management Command IOF Illustrated Order Form IPC International Plumbing Code IPCEA Insulated Power Cable Engineer’s Association

SECTION 01 10 10

7/6/2009

IRC International Residential Code IRP Installation Restoration Program ISA Instrument Society of America JOC Job Order Contract LAN Local Area Network LEED Leadership in Energy and Environmental Design MAJCOM Major Command MBMA Metal Building Manufacturers Association MCA Military Construction Army MCASES Micro Computer-Aided Cost Estimating System MCP Military Construction Program MILCON Military Construction MIL-HDBK Military Handbook MO Maximum Order MS Microsoft MT MILCON Transformation MWPCA Massachusetts Water Pollution Control Association NACE National Association of Corrosion Engineers NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NOR Notice of Registration NPDES National Pollutant Discharge Elimination System O&M Operation and Maintenance OMA Operation and Maintenance Army PACES Parametric Cost Engineering System PAE Project Architect-Engineer PCASE Pavement-Transportation Computer Assisted Structural

Engineering PCI Precast/Prestressed Concrete Institute PDF Portable Document Format PIV Post Indicator Valve PM Project Manager PPTO Price Performance Trade Off psi pounds per square inch PVC Polyvinyl Chloride PVD Power, Voice and Data QCP Quality Control Plan, Qualified Credentialed Professional RA Requirements Analysis RFP Request for Proposal RFQ Request for Quote RTA Ready-To-Advertise SABER Simplified Acquisition of Base Engineering Requirements SDI Steel Deck Institute SID Structural Interior Design SIOH Supervision, Inspection and Overhead SGML Standard Generalized Markup Language SMACNA Sheet Metal and Air Conditioning Contractors’ National

Association SOW Statement of Work TIA Telecommunication Industry Association TI Technical Instruction TL Technical Letter TM Technical Manual

SECTION 01 10 10

TRACE Trane Air Conditioning Economics UFC Unified Facilities Criteria UG Underground UL Underwriter’s Laboratory UMCS Utility Monitor and Control Systems USDOT United States Department of Transportation UFGS Unified Facility Guide Specification

USACE

USGBC

U.S. Army Corps of Engineers United States Green Building Council

VAV Variable Air Volume WAN Wide Area Network

2.10 CODES AND REFERENCES

The Contractor shall use the most current code and/or reference published.

• A policy on Geometric Design of Highways and Streets, AASHTO

• ACGIH-2092M, AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH), Industrial Ventilation: A Manual of Recommended Practice (Metric)

• ACGIH-2092S, AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH), Industrial Ventilation: A Manual of Recommended Practice

• ACI 117-06 – Specifications for Tolerances for Concrete Construction and Materials

• ACI 302.1R-04 – Guide for Concrete Floor and Slab Construction

• ACI 318-05 – Building Code Requirements for Structural Concrete

• ACI 530-05 – Building Code Requirements for Masonry Structures

• AF CDC Criteria – 18th Year CDC Criteria

• AF Policy CDC/School-Age (SA)/ Youth Programs (YP) Drinking Water

• AFCESA Inspection Guide for AF Child Development Facilities

• AFI 31-101, Physical Security Program

• AFI 32-1068 – Heating Systems and Unfired Pressure Vessels

• AFI 32-1084, Standard Facilities Requirements Handbook

• Air Force Base Architectural Compatibility Plan (ACP)

• Air Force Base General Plan

• Air Force Sustainable Design and Development Policy memo dated 31 July 2007

• Air Force Instruction 34-248, Child Development Centers

• AISC 325-05 – Steel Construction Manual, 13th Edition

• AISC 327-05 – Seismic Design Manual

• AISI – Cold Formed Steel Design Manual

• American National Standards Institute (ANSI) B16.5, Pipe Flanges and Flanged Fittings

• American Standard for Nursery Stock, ANSI 260.1

• ANSI Z358.1-2004 – American National Standard for Emergency Eyewash and Shower Equipment

• ABA - Architectural Barriers Act (ABA)

• ASCE 7-05 – Minimum Design Loads for Buildings and Other Structures

• ASHRAE Handbooks – Latest Edition

• ASHRAE Standard 62.1-2004 – Ventilation for Acceptable Indoor Air Quality

• ASHRAE Standard 90.1-2004 – Energy Standard

• ASHRAE Guideline 0 - 2005

• ASME B 31.8, Gas Transmission and Distribution Piping Systems

• ASTM A 123, Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

• ASTM A 167, Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

• ASTM A 240, Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels for General Applications

• ASTM A 269, Seamless and Welded Austenitic Stainless Steel Tubing for General Service

• ASTM A 36/A 36M, Carbon Structural Steel

• ASTM B 32, Solder Metal

• ASTM D 520, Zinc Dust Pigment

• ASTM D2513, Standard Specification for Thermoplastic Gas Pressure Piping Systems

• ASTM D2683, Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing

• ASTM F -1951

• ASTM F-1292

• ASTM F-1487

• ASTM F-2049

• ASTM F-2075

• ASTM F-2373

• ASTM Standards – American Society of Testing and Materials

• AWS – Structural Welding Codes

• AWS A5.8/A5.8M, AMERICAN WELDING SOCIETY (AWS), Filler Metals for Brazing and Braze Welding

• Base Manuals; see Appendix A for further detail

• Caring for Our Children: National Health and Safety Performance Standards:

Guidelines for Out-of-Home Child Care, 2nd Edition

• CSA Directory, CSA INTERNATIONAL, (updated continuously online) Certified Products Listings

• CSPC 325, Consumer Product Safety Commission Public Playground Safety Handbook

• DCID 6/9, Physical Security Standards for Sensitive Compartmentalized Information Facilities

• Department of Defense Instruction Number 6060.2, Child Development Programs

• District Design Manual; see Appendix A for further detail

• ETL 04-3 – Design Criteria for Prevention of Mold in Air Force Facilities

• ETL 83-1 Design of Control Systems for HVAC

• EPACT 05 Energy Policy Act 2005

• FC 3-600-01: Fire Protection Engineering for Facilities

• FM Data sheet 2-8N – Installation of Sprinkler Systems

• Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings

• Heating and Air Conditioning Systems.

• IBC – International Building Code, most current edition

• IMC – International Mechanical Code.

• IPC – International Plumbing Code

• Manual on Uniform Traffic Control Devices

• MIL-HDBK 1013, Facilities Engineering Design and Construction

• MIL-HDBK-1190, Facility Design Manual

• MSS SP 69 – Manufacturers Standardization Society of the Valve and Fittings Industry Inc. – Pipe Hangers and Supports – Selection and Application

• MSS SP-110, MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS), Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

• MSS SP-72, MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS) Ball Valves with Flanged or Butt-Welding Ends for General Service

• NAEYC Early Childhood Program Standards and Accreditation Criteria

• National Electrical Code

• National Pollutant Discharge Elimination System (NPDES) for Construction Activities

• “Natural Playscapes” by Rusty Keeler

• NEMA 250, Enclosures for Electrical Equipment (1000 Volts Maximum)

• NEMA ICS 6, Industrial Control and Systems: Enclosures

• NEMA LD 3, High-Pressure Decorative Laminates

• NFPA 10, Standard for Portable Fire Extinguishers, most current edition

• NFPA 101 – National Fire Protection Association 101, Life Safety Code, most current edition

• NFPA 13 – Standard for the Installation of Sprinkler Systems

• NFPA 14 – Hose Systems

• NFPA 220, Standard on Types of Building Construction, most current edition

• NFPA 54 – Natural Gas Fuel Code

• NFPA 70 - National Electrical Code

• NFPA 70E – Standard for Electrical Safety in the Workplace

• NFPA 72, National Fire Alarm Code

• NFPA 88A, Standard for Parking Structures

• NFPA 90A – Installation of Air Conditioning and Ventilating Systems

• NFPA 90B – Installation of Warm Air Heating and Air

• NFPA 96, Ventilation Control and Fire Protection of Commercial Cooking Operations

• NSF 2, Food Equipment

• NSF 35, High Pressure Decorative Laminates for Surfacing Food Service Equipment

• NSF 7, Commercial Refrigerators and Freezers

• NSF Product Listing, NSF Product Listings of Food Equipment and Related Products, Components, and Materials

• PDC-TR 06-08 – Single Degree of Freedom Structural Response Limits for Antiterrorism Design

• SDI Diaphragm Mnl – Diaphragm Design Manual

• SDI Pub No 29 – Design Manual for Composite Decks, Form Decks, Roof Decks, and Cellular Metal Floor Deck with Electrical Distribution

• SJI – Steel Joist Institute, Standard Specifications and Load Tables

• SMACNA Guidelines – Sheet Metal and Air-conditioning Contractors' National Association

• SMACNA HVAC Duct Const Stds, HVAC Duct Construction Standards - Metal and Flexible

• State Department of Transportation Standards

• The National Association for the Education of Young Children (NAEYC) Early Childhood Program Standards and Accreditation Criteria

• TI 800-01, Child Development Centers

• TM 5-813-1/AFM 88-10 Vol. 1, Water Supply Sources and General Considerations

• TM 5-822-2/AFM 88-7 Chapter 5 General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas

• UFC 1-200-01 – General Building Requirements

• UFC 3-110, Design: Architectural

• UFC 3-210-01A, Area Planning, Site Planning, and Design

• UFC 3-210-05FA, Landscape Design and Planning Criteria

• UFC 3-210-06A, Site Planning and Design

• UFC 3-210-10, Low Impact Development

• UFC 3-230-10A, Water Supply: Water Distribution

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

• UFC 3-240-04A, Wastewater Collection

• UFC 3-240-07FA, Sanitary and Industrial Wastewater Collection: Gravity Sewers and Appearances

• UFC 3-250-01FA, Design: Pavement Design for Roads, Streets, Walks and Open Storage Areas

• UFC 3-250-04FA, Design Standard Practice for Concrete Pavements

• UFC 3-250-08FA, Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

• UFC 3-310-01 – Structural Load Data

• UFC 3-400-01 – Design: Energy Conservation

• UFC 3-400-02 – Engineering Weather Data

• UFC 3-410-01FA – Design: Heating, Ventilating, and Air Conditioning

• UFC 3-410-02FA – Design: Heating, Ventilating and Air Conditioning (HVAC) Control System

• UFC 3-410-02A Change 1 – 2007 Heating, Ventilating, and Air Conditioning (HVAC) Controls System

• UFC 3-420-01FA – Design: Plumbing Systems

• UFC 3-430-05FA – Design: Gas Distribution

• UFC 3-520-01 Interior Electrical Systems

• UFC 3-530-01 Design: Interior and Exterior Lighting and Controls

• UFC 3-570-02A Cathodic Protection

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

• UFC 3-600-01 – Design: Fire Protection Engineering for Facilities General Design Requirements

• UFC 4-010-01 – DoD Minimum Antiterrorism Standards for Buildings

• UFC 4-010-02 – DoD Minimum Antiterrorism Standoff Distances for Buildings

(FOUO)

• UFC 4-010-02, DoD Minimum Antiterrorism Standards for Buildings

• UFC 4-020-01FA – Security Engineering Project Development (FOUO)

• UFC 4-021-01 Mass Notification Systems

• UFC 4-030-01, Sustainable Development

• UFC 4-740-14 Unified Facilities Criteria for Child Development Centers

• UL 1046, Grease Filters for Exhaust Ducts

• UL 197, Commercial Electric Cooking Appliances

• UL 207, Refrigerant-Containing Components and Accessories, Nonelectrical

• UL 471, Commercial Refrigerators and Freezers

• UL 489, Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit-Breaker Enclosures

• UL 710, Exhaust Hoods for Commercial Cooking Equipment

• UL Elec Equip Dir, Electrical Appliance and Utilization Equipment Directory

• Uniform Federal Accessibility Standards, FED-STD-795

• USDA – Child and Adult Care Food Program Guidelines

3. SUSTAINABLE DESIGN

The Contractor shall design and construct this facility to meet the United States Green Building Council (USGBC) LEED (Leadership in Energy and Environmental Design) rating of Silver certification for New Construction per the current accepted USGBC rating system. At a minimum for the base bid the Contractor shall provide the LEED Checklist at each design submittal demonstrating that the sufficient number of prerequisites, credits and points are achievable to meet a LEED Silver Certification.

BID OPTION: The Contractor shall be responsible for leading and coordinating the process of registering and certifying the project with USGBC. This includes but is not limited to the completion of all letter templates and required documentation, as well as the submission for certification with USGBC. The Contractor shall determine the credits and points which will be the best approach to achieve the LEED Silver certification. The Contractor shall have a LEED Accredited Professional on their team to lead, manage and coordinate all of the LEED activities. Contractor shall comply with Air Force Sustainable Design and Development Policy memo dated 31 July 2007, Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings, Executive Order 13423 and Energy Policy Act 2005.

4. GEOTECHNICAL AND FOUNDATIONS

4.1 GENERAL DESIGN REQUIREMENTS

The Geotechnical support for design documentation shall be written in either English or metric units, consistent with the RFP requirements for the overall project design.

The RFP geotechnical design requirements contained in the following “Geotechnical and Foundations” paragraphs and in the provided Appendix A represent minimum requirements to be used for preparing project design and construction documents.

4.1.1 Conflicts: Where conflict occurs between project-specific Appendix A requirements and the requirements contained herein-below, the Appendix A requirements shall govern. The more stringent/conservative of the RFP geotechnical design requirements, the AFB Facility Design Standard where applicable, the Contractor’s Final Geotechnical Report recommendations, or the applicable Unified Facility Guide Specification (UFGS) Section requirements and notes, as approved by the Contracting Officer, shall govern when preparing the final construction drawings and specifications. Legible copies of the completed exploration logs and summarized laboratory test results, and a map showing locations of all explorations, shall be included with the final construction documents.

4.1.2 Geotechnical Engineering Firm: The Contractor shall secure the services of a competent and reputable Geotechnical Engineering consulting firm to provide the geotechnical basis of design for foundations, pavements, retaining walls, utility earthwork, grading, and all other geotechnical related items. The Geotechnical Engineering Firm shall be familiar with seismic, geologic and geotechnical conditions, hazards and issues in the geographic region where the project is located. The Geotechnical Engineering Firm shall have at least five (5) years of experience in the region. All geotechnical engineering work products (Report, specifications, details, etc) shall be reviewed and approved by a Senior Civil or Geotechnical Engineer.

Approving engineers shall affix their stamp indicating professional registration in the State where the Base is located. Lastly, the firm shall provide all necessary engineering support during construction.

4.2 EARTHWORK

Material shall be classified in accordance with ASTM D 2488 (visual/manual only) and/or ASTM D 2487 (laboratory), and compaction efforts shall be specified by ASTM standards referenced in the applicable UFGS Section. ASTM D1557 (Modified Proctor) shall be specified for all design and construction compaction testing; ASTM D698

(Standard Proctor) will not be allowed for determining the laboratory moisture-density relationships. Fill and backfill for buildings, utilities, and paved areas shall be placed in maximum 8-inch loose lifts when compacted with heavy rollers, and in maximum 4-inch loose lifts when compacted with hand-operated equipment. Borrow material will be obtained off site and disposal of materials will be off site unless indicated otherwise by the Contracting Officer’s Representative; see Appendix A for further detail. All costs in connection with borrow material and disposal of materials shall be at the contractor's expense. All liability of any nature resulting from borrowed operations including transportation of, and those resulting from disposal of material shall be the responsibility of the contractor.

4.3 SOIL TREATMENT

Just prior to placing capillary water barrier below concrete slab on grade, and just prior to backfilling around concrete or masonry foundations for structures, soil treatment shall be applied to the prepared subgrade soils. All termiticide and pesticide applications shall be made by state licensed and certified pest control personnel and in strict accordance with manufacturer's label instructions. The contractor shall formulate, treat, store and dispose of the pesticides in accordance with manufacturer's instructions, and both State and Federal regulations.

4.4 CAPILLARY WATER AND VAPOR BARRIERS

Floor slabs-on-grade of all buildings shall be underlain by a minimum 6-inch (loose thickness) aggregate capillary barrier consisting of ASTM C 33 Size No. 57 coarse aggregate or approved equivalent, compacted by at least two passes of a minimum 500-lb vibratory plate compactor.

4.5 GEOTECHNICAL INVESTIGATION REQUIREMENTS

The contractor shall be responsible for the determination of actual soil conditions present at the site, and shall be responsible for the final design of appropriate foundation and pavement system(s). Design shall be based off of the contractor procured geotechnical investigation. The contractor shall be responsible for obtaining available utility maps and identifying all known utilities and for acquiring all required public, private, and/or Base “dig” permits prior to performing explorations.

4.5.1 Existing Geotechnical Subsurface Information: Results of geotechnical subsurface investigations performed by the government, if available, are provided in the Appendix A. The contractor shall be responsible for verifying subsurface conditions on site.

Site conditions encountered differing from the subsurface investigation provided shall be brought to the attention of the COR for resolution. Preliminary Geotechnical Study recommendations and existing soils data provided in the Appendix A are for information only to assist the Contractor with preparation of their bids.

4.5.2 Contractor Performed Subsurface Investigation: The geotechnical investigation shall include subsurface explorations and appropriate laboratory testing of representative samples consistent with the minimum requirements specified herein and as further described in the Appendix A. The Contractor’s Geotechnical Engineer shall prepare an investigation program to include auger or CPT borings, excavated test pits, and/or other approved methods appropriate for the materials being investigated and project conditions. Explorations shall be uniformly spaced beneath proposed buildings, pavements, utilities, and other critical features, and shall extend to at least the depths stated in the Appendix A. When not stated, explorations in unconsolidated materials (i.e. soils) shall extend to at least 10 feet below planned footing or pile tip elevation but no less than 15 feet below existing ground surface for buildings, and to at least 4 feet below the estimated pavement subgrade or utility excavation depth. Greater depths shall be accomplished as determined by the Contractor’s Geotechnical Engineer. The actual locations of the proposed building(s) and major project features shall be determined by the Contractor prior to performance of field work. Date, equipment used, and Firm and operator names shall be recorded on each log of exploration. Approximate horizontal and vertical locations shall be recorded on the exploration log, utilizing State Plane Coordinates or other Datum system as specified in the RFP. The depth to water, when encountered, shall be recorded on the exploration log at the time when encountered, and at the completion of the exploration.