Amendment_0003_-_W9128F-18-R-0048.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0003 W9128F

INDOOR FIRING RANGE, MINOT AIR FORCE BASE, NORTH DAKOTA

See attached documentation for content of the changes to RFP

Date for receipt of proposals is 11 MAR 2019 at 1400 hours

Government Point of Contact: Lauren Levy, Contract Specialist (402) 995-2049

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-18-R-0048

02/28/2019

01/25/2019

02/28/2019

Am #0003 - 2 (Continuation of SF30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers

1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F-18-R-0048 :all amendments may cause rejec-:

:tion of the offer. See FAR : Date of Issue: 25 JAN 2019 :52.215-1 of Section 00 21 00. : Date of Receiving Proposals:

11 MAR 2019

Amendment No. 0003

28 FEB 2019

SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Design and Construction of Indoor Firing Range at Minot AFB, ND

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages as noted below. The substituted pages are revised and reissued with this amendment. For convenience, in sections marked with asterisks, changes have been identified with underlined (additions) and strikethrough (deletions) text. All portions of reissued specification pages shall apply whether or not changes have been indicated in this manner.

Pages Deleted Pages Substituted or Added

ND190031 ND190031

01 81 00 01 81 00* 01 82 00 01 82 00* 01 86 26 01 86 26* 01 89 00 01 89 00*

b. Drawings (Reissued). The following drawing(s) are revised with a revision date as indicated in the title block, and reissued with this amendment.

(1) Sheet MID3A-110, FIRST FLOOR PLAN

(2) Sheet MID3I-110, FURNITURE FLOOR PLAN

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged.

3. Offers will be received until 2:00 p.m, local time at place of receiving proposals, 11 MAR 2019.

Attachments:

Specification pages listed in 1.a. above Drawings listed in 1.b. above

Am #0003 - 3 (Continuation of SF30)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

28 FEB 2019

jlb/2099

General Decision Number: ND190031 02/15/2019 ND31

Superseded General Decision Number: ND20180039

State: North Dakota

Construction Type: Building

County: Ward County in North Dakota.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019 1 02/15/2019

Am_0003

BOIL0647-006 03/01/2018

Rates Fringes

BOILERMAKER......................$ 37.22 27.14

BRND0001-004 05/01/2018

Rates Fringes

BRICKLAYER.......................$ 32.38 13.72

ELEC0714-012 07/01/2018

Rates Fringes

ELECTRICIAN (Including Low Voltage Wiring)..................$ 34.37 10.00+10.5%

ENGI0049-006 05/01/2017

Rates Fringes

POWER EQUIPMENT OPERATOR:

(Roller).........................$ 31.75 19.35

IRON0512-014 05/01/2018

Rates Fringes

IRONWORKER (REINFORCING AND

STRUCTURAL)......................$ 32.05 27.85

LABR0563-003 05/01/2018

Rates Fringes

LABORER (Carpenter Tender).......$ 24.01 17.38

PLAS0633-001 05/01/2018

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 30.33 14.90

PLUM0300-017 06/05/2017

Rates Fringes

PLUMBER..........................$ 31.38 15.30

PLUM0300-020 06/04/2018

Rates Fringes

PIPEFITTER.......................$ 34.44 16.42

ND190031 dated 02/15/2019

SHEE9010-002 06/09/2014

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 26.45 13.95

SUND2012-020 08/18/2014

Rates Fringes

CARPENTER........................$ 23.66 7.35

FORM WORKER......................$ 16.38 6.24

INSULATOR - MECHANICAL

(Duct, Pipe & Mechanical System Insulation)...............$ 17.39 2.10

LABORER: Common or General......$ 18.24 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 23.03 0.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 21.51 0.00

OPERATOR: Crane.................$ 27.00 15.65

OPERATOR: Forklift..............$ 26.40 13.58

OPERATOR: Loader................$ 21.00 12.45

PAINTER (Brush and Roller).......$ 18.18 0.00

TRUCK DRIVER: Dump Truck........$ 20.95 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic

ND190031 dated 02/15/2019 violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion

ND190031 dated 02/15/2019 date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request

ND190031 dated 02/15/2019 review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

ND190031 dated 02/15/2019

Indoor Firing Range - Minot AFB, ND MID3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 81 00

SUMMARY OF THE WORK

PART 1 SUMMARY OF WORK

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Function of Facility

1.2.2 Project Site

1.2.3 Building Arrangement

1.3 GOALS AND OBJECTIVES

1.3.1 Functional Objectives

1.3.2 Codes and Criteria

1.3.3 Building Durability

1.3.4 Changes to RFP Criteria Requirements

1.3.5 Phasing of Work, Security, and Construction Staging

1.4 SUSTAINABLE DESIGN REQUIREMENTS

1.5 FACILITY TYPE AND SIZE

1.5.1 Facility Type

1.6 BASE BID AND BID OPTIONS

1.6.1 Base Bid

1.6.2 Bid Options

1.6.2.1 Bid Option - Construct 7 Additional Firing Lanes

1.6.2.2 Bid Option - Additional Parking Stalls

1.6.2.3 Bid Option - Additional Parking Stalls

1.6.2.4 Bid Option - Furniture Purchase and Installation

1.7 DRAWINGS

1.8 OPERATION AND MAINTENANCE REQUIREMENTS

1.6.1 Operation and Maintenance Manuals

1.9 DESIGN-BUILD CONTRACTOR REQUIRED A/E SERVICES

1.9.1 Fast Track Packages

1.9.2 Dimensions

1.9.3 Professional Registrations, Licenses and/or Certifications

1.9.4 Request For Proposal - Binding Information

1.9.5 Evaluation of Systems

1.9.6 Documents Requirements

1.9.6.1 Design documents at all stages of design include:

1.9.6.2 Drawing requirements

1.9.6.3 60 Percent Design Requirements

1.9.6.4 100 Percent Design Requirements

1.9.6.5 100 Percent Corrected Final Design

1.10 COMMON DEFICIENCIES

1.11 HAZARDOUS MATERIALS INFORMATION

1.11.1 Lead-Based Paint Surveys

1.11.2 Asbestos-Containing Materials Survey

1.11.3 Lead-Containing Soil

1.11.4 Other Hazardous Materials

PART 2 PRODUCTS

2.1 Not Used

SECTION 01 81 00 Page 1

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 81 00 Page 2

SECTION 01 81 00 Page 3

SECTION 01 81 00

SUMMARY OF THE WORK

PART 1 SUMMARY OF WORK

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016) DoD Building Code (General Building Requirements)

UFC 3-600-01 (2016; with Change 1) Fire Protection Engineering for Facilities

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2013) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 - IP (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

ICC IMC (2015) International Mechanical Code

ICC IPC (2015) International Plumbing Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 54 (2015) National Fuel Gas Code

NFPA 58 (2017) Liquefied Petroleum Gas Code

U.S. AIR FORCE (USAF)

ETL 11-18 (2011)Small Arms Range Design and Constructione

FC 4-179-03F (2015) Air Force Indoor Small Arms Firing Range

Prototype Design (2015) Dynamic Prototype Design for Indoor Small Arms Firing Range Facility

SECTION 01 81 00 Page 4

1.2 PROJECT DESCRIPTION

1.2.1 Function of Facility

This project, at Minot AFB, North Dakota consists of the design and construction of a new Indoor Firing range facility, along with the demolition and remediation of an existing indoor firing range.

The purpose of the Indoor Firing Range at Minot AFB, ND, is to replace two existing 1980s vintage firing ranges and two firing range support buildings with a new consolidated firing range facility. The primary reason for the new facily is to provide an increase in available firing lanes, as the existing ranges do not have enough lanes to support the current training load at Minot AFB. In addition, the existing ranges are currently separate from existing classroom facilities and arms storage, and have a Risk Assessment Code (RAC) of 1 due to health concerns from copper fumes exposure and a RAC of 1 for excessive carbon monoxide exposure. These health concerns limit operating time on the existing range, at a time when training tempos have increased.

The new range will have both an indoor range component along with an attached Combat Arms Training and Maintenance Facility (CATM) component.

The CATM component will provide instructor offices, a break room, classrooms, weapons maintenance and cleaning areas, an alarmed weapons and ammunition storage vault, an arms issue room, restrooms, and a laundry room. The range component will include the firing ranges, a range supplies room, and control booths. The facility will also include standard utility spaces. The project includes site improvements, site utilities, and new pavement. New communications, mechanical, electrical, and fire protection systems will need to be installed. Provide a new fire sprinkler, fire alarm, and mass notification system for the building. The facility shall meet life safety, anti-terrorism/force protection (ATFP), and accessibility requirements. Provide a one hour fire rated wall separating the portions of the building with a fire sprinker system and from the range area which does not have a fire sprinkler system.

1.2.2 Project Site

The project is located along the southwest side of Tanker Trail, between the Security Force Building and adjacent baseball fields at Minot AFB, ND Vicinity and location maps can be found in the drawings provided with this

RFP.

This project includes extensive site work including new site grading, storm drainage piping and detention, pavement, ATFP improvements, new parking and new sidewalks. The site designer shall calculate the entire drainage area for the site and any offsite drainage that could impact the building and future site usage. The site design shall incorporate sloping the grade away from the building foundation, as per the ODDG.

1.2.3 Building Arrangement

The building shall be arranged as shown on the drawings provided in this RFP. This arrangement has been arrived at after consultation with the end user and has been determined as the best way to meet the functional needs of the client, in addition to meeting necessary code requirements. However, other design solutions which slightly modify the furnished solutions may be acceptable, and will be reviewed on their design merits against the furnished criteria, subject to Government approval.

SECTION 01 81 00 Page 5

1.3 GOALS AND OBJECTIVES

The existing Minot AFB firing range has health and functional issues that bring it out of compliance with current Air Force firing range standards.

The primary goal of this project is to provide a new facility which meets current small arms firing range criteria, as well as co-locating other training activities in one facility. Another goal is to demolish and remediate the current lead contaminated firing range facilities.

The new facility, while deviating from the Standard Design floor plan, incorporates the functional spaces and functional requirements of the standard design floor plan for this facility type, as well as base and facility functional and aesthetic criteria. Deviations from the original standard design were done to reduce overall facility square footage and create a more functional layout. The functional requirements of the individual spaces of the original standard design shall be maintained.

1.3.1 Functional Objectives

This project will provide a facility sufficient to efficiently accomplish the Minot AFB security forces unit's operational missions.

1.3.2 Codes and Criteria

All pertinent building codes and Life Safety codes in place at the time of the Design-Build Contract Award date shall be met or exceeded. The following codes shall be used as modified by UFC 1-200-01 DoD Building Code (General Building Requirements) and any other relevant UFCs below as well as ETL 11-18 and FC 4-179-03F.

International Building Code (ICC IBC): Note that all references in the IBC to the International Electrical Code shall be considered to be references to NFPA 70. All references to the International Fuel Gas Code shall be considered to be references to NFPA 54 and NFPA 58. References to the International Fire Code and ICC IBC Chapter 9 shall be considered references to the UFC 3-600-01. Do not use ICC IBC Chapter 11.

International Mechanical Code (IMC): Note that all references in the ICC IMC to "Heating and Cooling Load Calculations" shall follow ASHRAE 90.1 - IP. References to "Ventilation" shall follow ASHRAE 62.1.

International Plumbing Code (ICC IPC): Note that plumbing fixtures shall be provided in the quantities and locations as indicated on the provided RFP plans

The project design shall comply with the technical requirements of FC 4-179-03F, ETL 11-18, and Prototype Design standard drawings, except where modified by the technical requirements listed in the specifications and in the RFP drawings.

1.3.3 Building Durability

Materials and equipment will be chosen for their durability and minimum maintenance. The building design shall conserve natural and manmade resources, and energy usage.

SECTION 01 81 00 Page 6

1.3.4 Changes to RFP Criteria Requirements

This Request for Proposal provides requirements expected of the Design-Build Contractor during the design and construction of this project.

The RFP drawings present an overall design concept of the project; provide useful project information; establish some definition of the systems to be used; and incorporate requirements expected by the Using Service.

It shall be the responsibility of the Design-Build Contractor to assemble the best-value-priced construction systems for this project that meet or exceed the design criteria set forth herein.

Offerors should not consider changes to RFP criteria requirements during proposal preparation. After contract award, any changes to the RFP criteria requirements require approval by the Contracting Officer.

See Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES for additional requirements.

1.3.5 Phasing of Work, Security, and Construction Staging

The existing firing range must remain in operation until the new Indoor Firing Range facility is ready to be turned over to the Government or occupied by the user, and demolition work of the existing facility cannot proceed before this point.

The Contractor shall maintain a construction area fence throughout the duration of the contract. See Section 01 89 00 for additional information.

The arms vault must be accessible for construction review from both the exterior and interior of the vault prior to covering the vault with furring walls and adjacent construction that may hinder examination of the vault.

The contractor shall coordinate with the KO, who in turn will work with the base Civil Engineering Squadron (CES) and base security component for additional security requirements.

See drawings for construction staging areas.

1.4 SUSTAINABLE DESIGN REQUIREMENTS

This facility meets applicability requirements for use of UFC 1-200-02, HPSB for third party validation of Guiding Principles and air barrier requirements as indicated in UFC 3-101-01, Architecture. The contractor shall design and construct a project that is 100% compliant with UFC 1-200-02 and Guiding Principles, demonstrated by receiving a "Certificate of Compliance" thru USGBC/GBCI.

Included with this RFP is a blank Air Force Sustainability Requirements Scoresheet for this project. The contractor shall complete, maintain and update the Scoresheet, and have the Scoresheet available at any time for auditing and Air Force reporting. At project completion, the Scoresheet should be completely fill out with only "Yes" and "N/A" indicated in the Compliance column. All N/A responses must have justification included. See 01 33 29 SUSTAINABILITY REPORTING for additional requirements.

The project is currently registered with USGBC/GBCI for the Guiding Principles Assessment process. The contractor shall be responsible for all review and validation fees. The contractor shall provide a LEED AP or equivalent accredited professional. The process can be started by

SECTION 01 81 00 Page 7 contacting the GBCI via email at GuidingPrinciplesAssessment@gbci.org

The A-E/Contractor shall coordinate with the Omaha District Resiliency/Sustainability Coordinator Brian Nohr (402) 995-2172 who is acting as the Administrator on the project directory. The Resiliency/Sustainability Coordinator will provide the contractor access to the project directory.

1.5 FACILITY TYPE AND SIZE

1.5.1 Facility Type

The Indoor Firing Range requires the demolition of four existing firing range facilities, which total approximately 30,850 Square Feet (SF). The new facility has a max allowable gross square footage of 60,676 SF. The new facility is classified as an Air Force Indoor Small Arms Firing Range facility, and follows the standard design criteria for that facility type.

1.6 BASE BID AND BID OPTIONS

1.6.1 Base Bid

The bid includes the design and construction of the complete and usable Indoor Firing Range facility, along with demolition of the existing firing range as described in all sections of these specifications, appendices and drawings.

1.6.2 Bid Options

Bid Options are summarized here. See discipline specific requirements sections and drawings for additional information.

1.6.2.1 Bid Option - Construct 7 Additional Firing Lanes

Expand plan east firing range from 14 firing lanes to 21 firing lanes.

1.6.2.2 Bid Option - Additional Parking Stalls

Provide additional parking stalls and drive lanes as shown on drawing sheet CS1023A. Full depth cuts are required on existing pavement as well removal of concrete curb and gutters.

1.6.2.3 Bid Option - Additional Parking Stalls

Provide additional parking stalls and drive lane as shown on drawing sheet CS1023B. Full depth cuts are required on existing pavement as well removal of concrete curb and gutters.

1.6.2.4 Bid Option - Furniture Purchase and Installation

Purchase and install the furniture for the facility.

1.7 DRAWINGS

Drawings of the site plans, floor plans, and elevations are included for use in developing this design.

SECTION 01 81 00 Page 8

1.8 OPERATION AND MAINTENANCE REQUIREMENTS

1.6.1 Operation and Maintenance Manuals

The intent of the O&M Manuals are to promote and maximize the efficiency, economy, safety, and effectiveness of the life cycle operation, maintenance, and repair of the facility. Operation and maintenance manuals as required by the UFGS Technical Specifications (Divisions 2 thru 48) to be edited by the contractor shall be provided.

1.9 DESIGN-BUILD CONTRACTOR REQUIRED A/E SERVICES

The following is a condensed summary of Section 01 33 00.32, "DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES" contained elsewhere in this document. Refer to that Section for the full requirements.

1.9.1 Fast Track Packages

The contractor shall fast track the design and construction, that is, proceed with construction of parts of the sitework and facilities prior to completion of the overall design. A fast track package including site/civil, utilities, and foundation design is required. All other fast tracking packages are at the Contractor's discretion. 60% and 100% level reviews are still required with fast track packages, as described below.

The Contractor may proceed with the construction work included in a separate design package after the Government has reviewed the final (100%) design submission for that package, review comments have been addressed and resolved to the Government's satisfaction and the Contracting Officer (or the Administrative Contracting Officer) has agreed that the design package may be released for construction.

1.9.2 Dimensions

Design, products, and construction for these projects shall be accomplished using English units of measurement. All measurement in the technical specifications sections shall be shown in English.

1.9.3 Professional Registrations, Licenses and/or Certifications

The award of contract will be made to one qualified contractual entity who will be responsible for design completion and the entire construction process for the facility. This contractual entity shall employ qualified building design professionals with appropriate professional registration, state licenses and/or certifications. Provide qualifications of the project's LEED AP or equivalent accredited professional. The designer qualifications and experience shall be equal or better to that specified in Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.9.4 Request For Proposal - Binding Information

The information contained in this RFP shall be considered binding unless specifically waived by the Contracting Officer. The successful offeror's proposal, along with any clarifications and best and final offers are a binding part of this contract. Site design, building design, architectural character and engineering/performance criteria shall be implemented through construction by the Contractor.

SECTION 01 81 00 Page 9

1.9.5 Evaluation of Systems

As part of the basic services, the Design-Build Contractor shall evaluate building systems and components for their possible inclusion into the design. If these systems and components meet the specified design, performance criteria in the RFP, and intent of the design, they may then be incorporated into the work.

1.9.6 Documents Requirements

For a more detailed list of design and construction submittals, see Section

01 33 00.32, DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.9.6.1 Design documents at all stages of design include:

Construction drawings.

Specifications

Design analysis narrative with calculations for all disciplines.

Sustainability and Guiding Principles Validation Documentation, including Third Party Certification Checklist, HPSB Checklist, Energy Summary, DA sustainability narrative, and related calculations and LCCA documents.

CD-Rom media.

1.9.6.2 Drawing requirements

All design drawings shall be accomplished using English measurement.

Prepare 22" x 34" full-size drawings and half-size drawings in accordance with the Omaha District Design Guide.

The Contractor shall submit the design at various stages of completion, plus the final documents, for review and comment. These stages are:

60 percent design submittal

100 percent design submittal.

100 percent corrected final design.

1.9.6.3 60 Percent Design Requirements

Drawings, specifications, design analysis and calculations for all disciplines at an approximate 60 percent level of completion. Include sustainability documentation and energy model. See SECTION 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS for further detail.

1.9.6.4 100 Percent Design Requirements

Incorporate all comments from the 60 percent design submittal review.

Drawings, specifications, design analysis and calculations for all disciplines at 100 percent level of completion. Include sustainability documentation and energy model. All aspects of the project are complete.

See SECTION 01 33 00.38 100 PERCENT DESIGN REQUIREMENTS for further detail.

SECTION 01 81 00 Page 10

1.9.6.5 100 Percent Corrected Final Design

Incorporate comments from the 100 percent design submittal review.

1.10 COMMON DEFICIENCIES

Following are some common costly deficiencies to be avoided in the preparation of contract documents. Carefully compare the building design and contact documents with these requirements at several points in the design process to avoid unnecessary changes later.

Not using correct abbreviations or terminology on the drawings.

Abbreviations must match what is used on the standard abbreviation sheet, and terminology must match what is used in the UFGS guide specifications and Omaha District guide specifications.

Not using the correct scales and north arrow designation, section cut system, or incomplete dimensioning on the drawings.

Not providing sufficient space for door operation hardware at doors which swing into a wall running perpendicular to the opening. Four inches minimum is required between edge of door frame and perpendicular walls.

Not providing correct and complete Design Analysis information written in the present tense. The Design Analysis will be written following the format indicated in Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES and Chapter 17 of the Omaha District Design Guide.

A separate Fire Protection section in the Design Analysis, with input from all disciplines, is one area which is often overlooked and shall be included.

Not providing a structural stoop at exterior doors where the slab is at the same approximate elevation as the interior floor. The use of simple slabs on exterior grade leads to lifting of the slab in below-freezing temperatures, which interferes with the safe operation of the door.

Not correctly presenting or coordinating (to avoid interference) features of HVAC, Fire Protection, Noise Control, and Physical Security.

Not correctly referencing and cross referencing building sections, wall sections, details, etc.

Failure to read/use Technical Notes in the Guide Specifications.

Failure to coordinate all disciplines prior to submittal of projects for review.

Sealant details not identified by appropriate symbols that relate to full scale illustrations.

Improper use of fire-retardant wood. Fire-retardant wood is combustible;

its use in buildings that are of noncombustible construction is extremely limited (see ICC IBC for the minor allowable uses). Because of the potential for severe degradation, fire retardant plywood shall not be used in a roof or roofing system, or in structural applications.

Incorrectly listing trade names in door hardware specifications in lieu of ANSI numbers and failure to correctly specify hardware finishes.

SECTION 01 81 00 Page 11

Control joints in CMU walls are not shown on both architectural and structural plans, or are inconsistent.

Failure to properly edit and tailor guide specifications. Failure to delete all publications from guide specifications which do not apply to the particular project.

North arrow is not oriented the same direction on all sheets (civil, site, architectural, etc.).

Failure to include air barrier drawings indicating overall extent of the air barrier, air barrier details, and specifications which clearly indicate intent of air barrier and the air barrier testing.

Failure to include adequate information in the Energy Model data and Energy Summary.

Failure to adequately characterize the soils on the site for each project feature.

1.11 HAZARDOUS MATERIALS INFORMATION

No hazardous materials is identified or expected in the new facility.

The Contractor shall inspect the existing building to determine building components that are impacted by the proposed work and shall survey these impacted building materials for the presence of any hazardous materials that require special handling and/or disposal. The design and construction of the project shall be in accordance with all applicable laws and regulations.

1.11.1 Lead-Based Paint Surveys

No lead-based paint survey is available for the existing range facilities.

The existing facilities were constructed in the 1980s. It is likely that lead dust/particulate is present in the buildings and on building surfaces due to their uses as firing ranges and support faciilities. The Contractor shall perform wipe sampling and analysis of dust and particulate on building surfaces and shall also sample and analyze any suspected lead-based paint. Survey results shall be included in the Design Analysis.

If lead-based paint and/or lead-containing dust/particulate is present in anticipated work areas and will be impacted by project activities, the Designer shall edit Section 02 83 13.00 20 LEAD IN CONSTRUCTION and shall include the section in the construction documents. Section 02 83 13.00 20 shall require proper procedures to protect workers from exposure to airborne lead during project activities, to properly dispose of demolition waste, and to ensure that lead-containing residue does not remain in the project area at the conclusion of the work. It is not anticipated that removal of lead-based paint from substrates prior to demolition of existing surfaces will be required. Construction shall be performed in accordance with this specification and applicable regulations.

1.11.2 Asbestos-Containing Materials Survey

An asbestos survey report is available for Building 2018, however, the report dates from 2002 and an updated pre-demolition survey is needed. No survey report for asbestos-containing materials (ACM) is available for the remaining facilities scheduled for demolition. Due to the existing buildings' construction largely of concrete and metal, and due to the

SECTION 01 81 00 Page 12 construction date, it is unlikely but not impossible that asbestos-containing materials are present. The Contractor shall perform an asbestos survey in accordance with applicable Federal and State of North Dakota regulations, including 40 CFR Part 61 Subpart M, 29 CFR 1926.1101, North Dakota Administrative Code 33-15-13 Emission Standards for Hazardous Air Pollutants, and Century Code 23 Health and Safety, Chapter 25 Air Pollution Control. Personnel performing inspection for ACM shall have current training, licensing and certifications required as asbestos inspectors. Survey results shall be included in the Design Analysis. If ACM is present in the facility, the Designer shall edit Section 02 82 13.00 10 ASBESTOS ABATEMENT and shall include the section in the construction documents.

1.11.3 Lead-Containing Soil

Because the existing range site was used as an outdoor facility prior to construction of the building, soil associated with the site is likely to contain lead. The Contractor shall take soil samples in areas that may be contaminated with lead, and analyze for lead. The goal of this effort is to determine lead concentrations in the soil and approximately how far contamination extends from the exterior of the building. Use the following assumptions for this effort: collect approximately 30 soil samples including the open ends of the facility and the area around the building; anticipated sampling depth of 0 to 6 inches; analysis by EPA Method 6010B for lead; and sampling personnel with training in accordance with 29 CFR 1910.120/29 CFR 1926.65. Include sampling results in the Design Analysis.

1.11.4 Other Hazardous Materials

A walk-through survey shall be conducted to identify any building components (such as polychlorinated biphenyl (PCB)-containing light ballasts; DEHP-containing ballasts; items that may contain mercury such as fluorescent light tubes, high-intensity discharge lamps, and thermostats;

chlorofluorocarbons (CFCs) in equipment such as air-conditioning units and drinking fountains; batteries; back-up generator oil and fluid, etc.) that may contain other hazardous materials and that are scheduled to be removed as part of the project. Survey results shall be included in the Design Analysis. Provide any additional design requirements regarding protection of workers and proper disposal of hazardous materials appropriate to the project work area and tasks. Specification sections that may be required include Section 02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY. Construction shall be performed in accordance with these specifications as required and applicable regulations.

PART 2 PRODUCTS

2.1 Not Used

PART 3 EXECUTION

3.1 Not Used

-- End of Section --

SECTION 01 81 00 Page 13

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FUNCTIONAL PLAN REQUIREMENTS

1.3.1 Personnel and Security Requirements

1.3.2 Space Allocation

1.3.3 Functional Requirements - Base Bid

1.3.3.1 Demolition

1.3.3.2 New Construction

1.3.4 Functional Requirements - Bid Options

1.3.4.1 Bid Option - Construct 7 Additional Firing Lanes

1.3.5 Structural Requirements

1.3.6 Room Finishes

1.3.7 Exterior Envelope

1.3.8 Facility Services Design

1.3.8.1 Fire Protection

1.4 GENERAL DESIGN REQUIREMENTS

1.4.1 Antiterrorism/Force Protection

1.4.2 Desired Image and Architectural Compatibility

1.4.3 Air Barrier

1.4.4 Handicapped Accessibility

1.4.5 Occupational Safety and Health

1.4.6 Sound and Vibration Control

1.4.7 Security

1.4.8 Applicable Design Criteria

1.4.9 Material Selection Criteria

1.4.9.1 Economy

1.4.9.2 Operation and Maintenance

1.4.10 Radon Resistant Construction

1.5 TECHNICAL SPECIFICATIONS

1.6 CONSTRUCTION SYSTEMS AND ASSEMBLIES

1.6.1 Construction Of Facilities

1.6.2 Precast Prestressed Structural Concrete

1.6.3 Single Ply EPDM Membrane Roof

1.6.4 Soffits

1.6.5 Windows

1.6.6 Metal Wall Panels

1.6.7 Gypsum Board Assemblies

1.6.8 Gypsum Board Ceilings

1.6.9 Exposed Structural Ceilings

1.6.10 Insulation

1.6.11 Acoustical Requirements

1.6.12 Arms Racks

1.6.13 Bullet Trap

1.6.14 Louvers

1.6.15 Access Doors and Panels

1.6.16 Interior Sealant

SECTION 01 82 00 Page 1

1.6.17 Exterior Doors

1.6.17.1 Wind Resistant Construction

1.6.17.2 Doors for Egress

1.6.17.3 Exterior Hollow Metal Doors

1.6.17.4 Exterior Glazed Entry Doors

1.6.17.5 Unit Logo

1.6.17.6 Thresholds

1.6.18 Interior Doors

1.6.19 Fire Doors

1.6.20 Hardware

1.6.20.1 Door Closers

1.6.20.2 Keyed Access Entry Control Systems

1.6.21 Minot AFB - Building Standards for Door Hardware

1.6.22 Interior Finishes

1.6.22.1 Concrete Floor Cleaning and Sealing

1.6.22.2 Acoustical Tile Ceilings

1.7 EQUIPMENT AND FIXTURES

1.7.1 CFCI Equipment and Fixtures

1.7.2 GFCI Equipment and Fixtures

1.7.3 GFGI Equipment and Fixtures

1.7.4 Exterior Signage

-- End of Section Table of Contents --

SECTION 01 82 00 Page 2

SECTION 01 82 00 Page 3

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the architectural design. Where a date is not specified, the most current edition of the code or standard in effect as of the date of issue of this RFP shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016) DoD Building Code (General Building Requirements)

UFC 1-200-02 (2016, with Change 1) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2011; with Change 1) Architecture

UFC 3-120-01 (March 2014; Chg 2 October 2014) Design:

Sign Standard

UFC 3-600-01 (2016; with Change 1) Fire Protection Engineering for Facilities

UFC 4-010-01 (2018) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-215-01 (2014) Armories and Arms Rooms

FC 4-179-03F (2015) Air Force Indoor Small Arms Firing Range

U.S. AIR FORCE (USAF)

AFI 31-101 (2015) Integrated Defense

AFMAN 32-1084 (2012) Facility Requirements

AFMAN 31-229 (2000) USAF Weapons Handling Manual

ETL 11-18 (2011) Small Arms Range Design and Construction

SECTION 01 82 00 Page 4

Prototype Design (2015) Dynamic Prototype Design for Indoor Small Arms Firing Range Facility

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A250.13 (2014) Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM C734 (2015) Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

ASTM C834 (2017) Standard Specification for Latex Sealants

ASTM C919 (2012; R 2017) Standard Practice for Use of Sealants in Acoustical Applications

ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants

ASTM E84 (2017) Standard Test Method for Surface Burning Characteristics of Building Materials

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI Qual Stds (8th Edition) AWI Quality Standards

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2018; TIA 18-1) Life Safety Code

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors

SECTION 01 82 00 Page 5 and Other Opening Protectives

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Feb 2015) Fire Tests of Door Assemblies

UL 2218 (2010; Reprint May 2012) UL Standard for Safety Impact Resistance of Prepared Roof Covering Materials

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 625-R-92-016 (1993; Am 1994) Radon Prevention in Design and Construction of Schools and Other Large Buildings

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Bullet Trap; G, AO

SD-03 Product Data

Bullet Trap; G, AO

SD-05 Design Data

Bullet Trap Design Calculations; G, AO

SD-07 Certificates

Bullet Trap Steel Grade; G, AO

SD-08 Manufacturer's Instructions

Bullet TrapManufacturer's Instructions

SD-11 Closeout Submittals

Bullet Trap Warranty

SECTION 01 82 00 Page 6

1.3 FUNCTIONAL PLAN REQUIREMENTS

Meet all requirements as shown on architectural drawings and in this architectural Scope of Work. Room-specific requirements may be found in this Architectural Scope of Work.

1.3.1 Personnel and Security Requirements

There are currently no controlled access requirements for either sites or the existing firing range. The contractor shall coordinate with the KO for additional security requirements.

1.3.2 Space Allocation

The Indoor Firing Range facility includes an open office and a private office, a break room, a laundry room, an arms vault, an issue room, a weapons cleaning room, a weapons maintenance room, classrooms, observation rooms, a range supplies room, a control room, and three arms ranges, along with associated support spaces.

Space allocation shall be as shown on the drawings. The maximum gross square footage of the facility is 60,676 SF. Net square footage is somewhat flexible in most spaces, with adjustments being made as necessary to meet space functional requirements.