Am-0002.pdf

Am #0002 - 2 (Continuation SF 30)

08 September 2022 Solicitation No. W9128F 22 R 0018

Date of Issue: 26 JUL 2022 Date of Receiving Proposals: 23 SEP 2022

SUBJECT: Amendment No. 0002 to Request for Proposal Solicitation Package for Construction of FIELD HOUSE REPAIR AND MODERNIZATION, PHASE 3 - CONSTRUCTION.

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. (Descriptive Changes.) NONE

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified with highlighting unless noted otherwise. All portions of the revised specification pages apply regardless of whether changes are shown with highlighting.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 30 00.24 01 30 00.24 ** 11 66 53 (new section added)

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border and reissued with this amendment.

(1) Sheet A-732, TRACK & FIELD SECTIONS

(2) Sheet A-733, TRACK & FIELD SCHEDULES & DETAILS

(3) Sheet AS400, ENLARGED SITE PLANS

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

3. Electronic Proposal. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m. CDT, 23 SEP 2022.

Attachments:

Specifications listed in 1.b., above Drawings listed in 1.c., above (provided under separate cover)

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

08 SEP 2022

nep/2160

This page was intentionally left blank for duplex printing.

Repair Cadet Fieldhouse, Ph 3, PNXQPZ200015 - USAFA, CO AA59

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 AWARD TO SUCCESSFUL OFFEROR

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

1.6 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1.7 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.8 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

1.9 ORDER OF WORK

1.10 MISSION DELAY DAYS

1.11 CONTRACT DRAWINGS AND SPECIFICATIONS

1.11.1 SETS FURNISHED

1.11.2 DISTRIBUTION

1.11.3 NOTIFICATION OF DISCREPANCIES

1.11.4 OMISSIONS

1.12 SUBMITTALS

1.13 CONCURRENT CONSTRUCTION

1.14 PAYMENT

1.14.1 PROMPT PAYMENT ACT

1.14.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.14.3 CONTRACTOR PAYROLL RECORD

1.15 AVAILABILITY OF UTILITY SERVICES

1.16 UTILITY SERVICE INTERRUPTIONS

1.17 DIGGING PERMITS AND ROAD CLOSINGS

1.18 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.19 INSURANCE REQUIRED

1.20 SECURITY REQUIREMENTS

1.20.1 Contractor's Employee Identification

1.20.2 Entry Requirements

1.20.3 Access Procedures

1.21 CONTRACTOR QUALITY CONTROL (CQC)

1.22 NONDOMESTIC CONSTRUCTION MATERIALS

1.23 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.24 AS-BUILT DRAWINGS

1.25 SIGN

1.26 EQUIPMENT ROOM DRAWINGS

1.27 CONTRACTOR FURNISHED EQUIPMENT DATA

1.28 CONTRACTOR STORAGE AREA REQUIREMENTS

1.29 Furniture Systems And Freestanding Casework

1.30 TEMPORARY PORTABLE BUILDING

1.31 GOVERNMENT FIELD OFFICE

SECTION 01 30 00.24 Page 1Am #0002

1.32 ASBESTOS AND LEAD

1.33 PARTNERING

1.34 PROFIT

1.35 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.36 DRAWING SCALES

1.37 FEDERAL HOLIDAYS

1.38 BASE HOURS

PART 2 NOT USED

PART 3 NOT USED EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

ATTACHMENTS:

Appendix A - Contract Document Distribution List

Trailer Details

Asbestos and Lead Report

Example USAFA Project Sign Detail

Example Project Sign Detail From ECB 2020-1

AF103 - Base Civil Engineering Work Clearance Request

USAFA Form 13 - Application for United States Air Force Academy Access Credential

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2Am #0002

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

Attachments:

Appendix A - Contract Document Distribution List Trailer Details Asbestos and Lead Report Example USAFA Project Sign Detail Example Project Sign Detail From ECB 2020-1 AF103 - Base Civil Engineering Work Clearance Request USAFA Form 13 - Application for United States Air Force Academy Access Credential

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. Use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. Obtain and provide for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. Use the electronic payroll service to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. Obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

SECTION 01 30 00.24 Page 3Am #0002

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 AWARD TO SUCCESSFUL OFFEROR

Only a warranted Contracting Officer (either a Procuring Contracting Officer (PCO), or an Administrative Contracting Officer (ACO)), acting within their delegated limits, has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an

SECTION 01 30 00.24 Page 4Am #0002 individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer. Proceeding with any work not authorized by the Contracting Officer will be at the Contractor's own risk.

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

See Federal Acquisition Regulation (FAR) Subpart 42.1502(e) for the requirements on past performance evaluations for construction contracts.

For construction contracts valued at or above $750,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS).

After the USACE drafts an evaluation (interim or final), the Contractor will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days. Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov.

1.6 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. AT Level I Training

All Contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the Contractor shall submit certificates of completion for each affected Contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

2. Access and General Protection/Security Policy and Procedures

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

SECTION 01 30 00.24 Page 5Am #0002

2b. for Contractors Who Do Not Require CAC, But Require Access To A Dod Facility Or Installation

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3. Not Used

4. Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something)

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

5. Contractor Employees Who Require Access to Government Information Systems.

Not Applicable

6. OPSEC Standing Operating Procedure/Plan

Not Applicable

7. OPSEC Training

All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training.

OPSEC awareness training is available at the following websites:

https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

8. Information Assurance (IA)/Information Technology (IT) Training

Not Applicable

9. Information Assurance (IA)/Information Technology (IT) Certification

Not Applicable

SECTION 01 30 00.24 Page 6Am #0002

10. Not Used

11. Not Used

12. Handling or Access to Classified Information.

Not Applicable

13. Will be Escorted in Areas Where They May be Exposed to Classified and/or Sensitive Materials and/or Sensitive or Restricted Areas

If applicable, all contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

14. Contractor Company to Obtain a Facility Clearance and Individual Clearances at the Appropriate Level

The Prime Contractor Company must have (or will have) a Facility Clearance (FCL) at the appropriate level (IAW the NISPOM DOD 5220.22-M and AR 380-49) prior to the start of the contract awarded period of performance.

Contractor personnel performing work under this contract must have the required security clearance, per AR 380-67, at the appropriate level at the start of the period of performance. Security Clearances and FCL requirements are required to be maintained for the life of the contract IAW the DD254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the prime contract company in obtaining the FCL.

15. Pre-Screen Candidates using E-Verify Program

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

16. Required Armed Security Guards

Not Applicable

17. Threat Awareness Reporting Program (TARP) Training

All new contractor employees will complete annual Threat Awareness and Reporting Program (TARP) Training provided by a Counterintelligence Agent, IAW AR 381-12 . The contractor shall submit certificates of completion for each affected contractor and subcontractor employee(s) or a memorandum for the record, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. Authorized webbased TARP training for CAC card holders is available at the following website: https://www.us.army.mil/suite/page/655474

1.7 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

In case the Contracting Officer determines that seeding, sodding, and/or planting and/or the specified maintenance thereof is not feasible during

SECTION 01 30 00.24 Page 7Am #0002 the construction period, such work will be exempt from the completion time and liquidated damages. Accomplish this work during the first seeding, sodding, and/or planting period and the specified maintenance period following the completion date.

1.8 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

The following is a general list of anticipated NO WORK DAYS. After award, specific dates for these events will be provided to the contractor. This time is included in the overall completion time stated.

- Football season 15 Aug - 30 Nov (Anticipate 6 home games, 6 days)

- NCLS (February, 4 days)

- Graduation (late May / early June, 7 days)

- Parent's Weekend, 4 days (usually in conjunction with Labor Day)

- CORONA Conference (in the Fall, 5 days)

- Cadet In-Processing (late June, 2 days)

- 5 additional days through the duration of the project for unscheduled and unexpected work stoppage.

1.9 ORDER OF WORK

Existing Conditions / Architectural Overview Architectural improvements in Phase 3 are generally limited to specific areas of remodel within the Multipurpose Area including installation of a new 200M hydraulic banked track, replacement of synthetic turf areas with polyurethane sports surfacing, replacement of select floor finishes, remodeling of the existing storage areas and portions of the mechanical rooms on the south side of the Multipurpose Area to provide new Track Team facilities, a new Training Room, accessible public Men's and Women's rest rooms, a new audio system, a new scoreboard and construction of new storage facilities along the interior of the east wall of the Multipurpose Area. Additional work includes major HVAC ductwork throughout the facility at catwalk level, repair of exterior concrete sidewalks and steel handrails on the south side of the building and installation of new xeriscape landscaping on the north side of the Field House. A complete replacement of the existing roofing system is part of the Phase 3 work and includes the addition of new roof anchors required to meet OSHA fall protection requirements and reconfiguration of the existing roof drain collection systems to separate the primary and overflow roof drains. Improvements are also included in Phase 3 to address ground water infiltration on the north wall of the Multipurpose Area.

Functional Requirements:

The following descriptions provide an overview of the program requirements and work associated with the component architectural projects included in Phase 3.

Hydraulic Banked 200 Meter Track will have the following defined characteristics: o The hydraulic banked track will be a 200m track with 6

- 42" wide lanes designed to comply with all NCAA and IAFF requirements o The 8 lane sprint straightaways will be incorporated into the north end of the 200m oval. The sprint lanes will not be placed in the infield o Three additional 36" wide jogging/warm-up lanes outside the banked track will be included, extending the length of the multipurpose space. The outside of lane will be set with 24" clear to the perimeter walls of the Multipurpose Area. The lanes will also be used for cadet Physical Fitness Testing (PFT). o The track configuration will leave space on the south side of the banked track for temporary rollaway bleachers. 5-row bleachers are preferred if there is enough space, but 4-row bleachers are acceptable. o The radius of the banked track will be adjusted to fit the available

SECTION 01 30 00.24 Page 8Am #0002 space. Minimum radius is 17.2m but NCAA allows a range of dimensions. o The throwing area, two long jumps, pole vault, and high jump will be on the infield surface inside the 200m oval. o The long jump and pole vault runways will be structured (polyurethane surface over plywood on metal frame) and recessed into the concrete slab so the surface is flush with the infield surface. The existing structured runways should be reused if possible. o The throwing area on the infield will have safety netting around it using the existing throwing layout. o The track polyurethane surface color will be blue; infield and outfield areas will be gray. The jump runways will be blue. o The area east of the 200m track will continue to be used for cadet PFT exercises. The new sports floor surface will include markings on the poly surface for eight standing long jump lanes.

Track Storage Rooms at East End of Multipurpose Areas.

The storage units will be constructed with metal studs and high impact gypsum board. The tops will be sloped to prevent storage of material on top of the structure and protected by the new fire sprinkler system being installed in the Multipurpose Area with Phase 3.

Track Scoreboard and Audio System- Multipurpose Area Infrastructure for a new electronic scoreboard is provided in the Multipurpose Area with Phase 3 in support of the track and field activities. The scoreboard will be mounted on structural beam supports on the west wall of the Multipurpose Area and will consist of an approximately 15'-7" x 27'-11" LED video display.

The basis of design is Daktronics Model DVN-3000-5.9MN-1400-BR-MA-798x1428

(NOT IN CONTRACT - NIC).

Polyurethane Sports Surfacing and Re-surfacing of Stairs Multipurpose Area Sports Surfacing The existing southeast and southwest corners of the floor of Multipurpose Area and immediate approaches to the northeast and northwest exit doors are concrete and will remain in place with the Phase 3 work. The remainder of the existing Multipurpose Area floor is finished with either synthetic turf or the running track surface. The synthetic turf and running track are both placed over 4" of stabilized aggregate base course topped with a 1-1/2" bituminous binder course and a 1" bituminous surface course. With the Phase 3 project, the existing track surface and synthetic turf, and bituminous pavement will be completely removed, the subsurface leveled and prepped for a 6" concrete slab that will be poured over all of the Multipurpose Area except the existing sections of concrete and the recessed concrete foundation of the new banked hydraulic track. The entire floor surface of the Multipurpose Area will be finished with a liquid applied polyurethane surface placed over the new concrete slab. The surface of the hydraulic banked track will also be polyurethane, placed on the support panels of the track subfloor deck.

Stairs The rubber stair and landing floor coverings at the east and west stairs leading from the Multipurpose Level to the Spectator Level are to be replaced as part of the Phase 3 work. Additionally, the rubber pathways leading from the stairs to the track area will be replaced with new rubber flooring. The rubber flooring material that forms the stair tread covering and pathway to the track was identified in the environmental report as containing less than1% asbestos. While it does not meet the level of content to be considered Asbestos Containing Material (ACM), it still must be removed and disposed of in accordance with OSHA requirements.

New Restrooms and Repair of Existing Restrooms - Multipurpose Area Currently there are only two small rest rooms on the Multipurpose Level, each the equivalent of a single occupant facility, located beneath the east and west stairs. Participants in events must ascend to the Spectator Level to access additional facilities. The two existing rest rooms will be retained and upgraded with Phase 3. In addition, Phase 3 will construct

SECTION 01 30 00.24 Page 9Am #0002

Men's and Women's Rest Rooms in the existing storage and mechanical space located on the south side of the Multipurpose Area with direct access from the track area. Construction of the new rest rooms will require infill of existing CMU openings in the south wall of the Multipurpose Area and cutting in new openings for the rest room access doors. The CMU wall is non-load bearing. The extensive new plumbing requirements require demolition of the existing concrete slab within the new restroom area.

Finishes will be consistent with the USAFA standard for the Cadet Area and the remainder of the Field House with ceramic tile floors and wall finishes, solid surface counter tops at the lavatories, and stainless-steel ceiling hung toilet partitions.

Track Team Room Renovations Equipment and Clothing Storage A joint Men's and Women's Equipment Supply Room is required for the Track Team. The space will primarily be used for shoe and clothing storage. An issuance counter with a coiling overhead counter window is provided in the north wall of the equipment storage directly accessing the Multipurpose Room.

Team Room Joint Men's&Women's Track Team Room is required for the Track Team. The floor is carpet, and the ceiling is suspended acoustical tile. Finishes are carpet, painted gypsum board and suspended ACT. A small counter with lower cabinets is provided along the entry wall and a clear wall area at the south side of the room will be used for installation of a large flat screen television (by others NIC).

Training Room - Multipurpose Area The new Training Room will occupy an area currently used for storage on the south side of the Multipurpose Room Roof Repair The entire Cadet Field House roof will be removed and replaced with Phase

3. The new roof system will consist of a 60-mil liquid applied Polymethyl Methacrylate Membrane (PMMA) installed over polyisocyanurate insulation on ½" gypsum underlayment with embedded glass mats. The insulation thickness will be a minimum of two layers of 2.6-inch polyisocyanurate insulation board to achieve a minimum R 30 thermal insulation rating. All flashings, counter flashings, and coping will be replaced with new. All materials will be Class A fire rated. Overall roof slope is determined by the slope of the top chord of the existing roof trusses. Tapered polyisocyanurate insulation board will be used to form crickets to direct water flow to roof drains. The existing primary roof drains and overflow drains converge into a single pipe conveyance system, a violation of existing codes. The roof repair will retain the primary roof drain connection to the current piping conveyance and isolate the overflow drains to flow to a new secondary piping system that will discharge through above grade lambs' tongues on the north, south, and northeast building elevations.

Roof Anchors Fall protection roof anchor tie-offs will be installed on the Cadet Field House to comply with OSHA 1926.502 as part of the overall roof system replacement in Phase 3.

South Plaza Site Improvements The south pedestrian plaza at the entry to the Cadet Field House is composed of a 4" concrete slab on grade reinforced with welded wire fabric. The slab abuts a concrete retaining wall on the south side. The pedestrian plaza is elevated approximately 4'-6" above the sidewalk at the base of the retaining wall. Pedestrian traffic from the south parking lot reaches the south entry of the Cadet Field House by ascending either of two concrete stairs located at the east and west ends of the south face of the plaza. Two concrete ramps are also provided along the south side of the plaza. The center ramp is original to the building but does not comply with ADA accessibility criteria. The ramp at the southeast corner of the plaza provides ADA compliant access to the plaza and the Cadet Field House. The concrete plaza is divided into a

SECTION 01 30 00.24 Page 10Am #0002 geometric grid of individual panels by uniform network of control and expansion joints. Although much of the concrete plaza remains in good condition, portions of the concrete are severely deteriorated and have been patched with varying methods over the years. Phase 3 will replace designated sections of the deteriorated concrete with new poured-in-place concrete slabs. All damaged concrete will be removed as full panels as defined by perimeter control lines. The stair surfaces are in overall good condition and will be retained. Once the new concrete has been placed and cured, acrylic epoxy surfacing warranted against UV degradation will be applied to the entire south plaza including the stair risers and treads.

There will also be a few small areas of concrete patching along the east edge of the raised walkway at the Spectator Level due to degradation of the concrete in these areas. The original steel tube handrails and guard rails on the south pedestrian plaza and stairs are embedded directly into the concrete. The bases of the guard rail steel posts are set into the top of the concrete retaining wall and many have rusted almost completely through. The spacing of the vertical balusters exceeds the minimum 4" required by current codes. The steel guardrails and handrails will be replaced as part of Phase 3. The height and general configuration of the guardrails and handrails will be duplicated except that the vertical spacing of the balusters will be reduced to 4" to conform to current codes. The new guard rails will duplicate the member sizes and post spacing but will be powder coated to guard against degradation. The powder coating will be black to match the original. The existing vertical embedded posts will be cut off and the concrete removed by coring to a depth of approximate depth of 8". The new powder coated ember posts will be place in the cored holes, secured by non-shrink grout.

Cooling Tower Demolition The existing cooling towers on the east side of the building serving the ice rink will be removed upon completion of Phase

3. The steel panel screen wall and the approximate 30' x 30' concrete pad supporting the towers will be removed with the cooling towers. The disturbed landscape will be covered with rock to match the existing landscape treatment on the west and north sides of the cooling tower area.

The south side is bounded by the existing entry sidewalk. The rock will be extended to the east edge of the existing sod.

ABA/ADA Related New ADA seating platforms are being added to accommodate more accessible seating. In addition, the existing companion seats will be removed and replaced with foldable seats for consistency across all seating platforms.

The spectator seats will now be relocated and will replace older-style wood seating that is need of replacement. New seating platforms will be constructed to provide seating for wheelchairs and their companions.

Life Safety As such, the design documents reflect upgrading of the Catwalk to meet current code This work involves full replacement of the Catwalk railing to both meet OSHA standards as well as meet current code loading requirements, adding additional catwalk platforms on the Multipurpose side of the building to provide additional paths of travel and the addition of egress exits both to the roof as well as to the Press Box Level. In order to provide code compliance, a new fire-rated stair enclosure will be constructed at the West stair of the Multipurpose Room.

Freight Elevator Upgrade The existing freight elevator provides the only elevator access to the Multipurpose Level. Included is upgrading the freight elevator to ensure it is ABA/ADA compliant as well as moving the elevator equipment to a dedicated, code-compliant machine room. All existing equipment will be replaced and located in the new machine room.

Clune Arena Shutters The proposed shutter system is connected to the fire alarm system; in the

SECTION 01 30 00.24 Page 11Am #0002 event of an emergency the shutter will open, providing a means of egress in case anyone is inside of the Arena at the time.

As part of the Phase 3 construction, the entire roofing system of the Cadet Field House will be replaced. The new roof will provide a minimum of 5.2" polyisocyanurate insulation over the entire roof, increasing the thermal insulation rating of the roof to R-30 +/-. There are also a series of operable metal louvers at the Catwalk level that will be removed and infilled with a liner system.

Interior Design and Finishes Phase 3 has limited interior architecture renovation. In general, the interior design portion of the work is limited to that associated with the reconfiguration of existing storage and mechanical rooms on the south side of the Multipurpose Area to create the new Track Team Room, Equipment Storage, Video Room, Training Room, and public rest rooms. Within the new Track Team support spaces, finishes are selected to comply with the USAFA Architectural Design Standards. Specific finishes are noted on the Interior Finishes drawings and schedules included in the construction drawings.

[*Am-1] Temporary Facilities As part of the construction of Phase 3 provide temporary trailer for USACE office space as described in paragraph "GOVERNMENT FIELD OFFICE". Provide a total of 19 [**Am-1] - 8' x 40' Container Express (Conex) storage units for the two-year duration of Phase 3 construction. The Conex storage units will be located on the north side of the Cadet Field House in the Contractor Laydown Area noted on the Architectural Site Plan. The storage units will be used by the Athletic Department for storage of athletic equipment for the duration of construction. [*Am-1] Remove [**Am-1] the Conex storage units upon completion of Phase 3.

Schedule and Staging of Construction The Cadet Field House will remain occupied and continue to hold events throughout the entire course of construction of the Repair Cadet Field House Phase 3 Project. The specifications require the Contractor to phase construction in close coordination with the USACE COR and Athletic Department Representatives while maintaining safe access for all occupants. [*Am-2] Scheduled events cannot be impacted by construction activities. Impacts due to building system outages, obstruction of lighting, site cleanliness, noise, and all other impacts are included in the preceding statement. [**Am-2] As part of the pre-construction requirements following project award, the Contractor must develop a Construction Phasing Schedule to be approved by the USACE COR and Athletic Department prior to commencement of work.

The Phasing Schedule must identify the periods of time that specific areas within the Cadet Field House will be unavailable for use by the Academy.

The intended phasing sequence is to focus the construction effort in specific areas during off-season periods when the spaces are least utilized. The Contractor must coordinate with the COR and Athletic Department Representative to determine the specific dates in effect for the athletic seasons occurring during the actual period of construction.

In general, the critical event seasons associated with the primary spaces are as follows:

Hockey Arena The hockey season extends from October thru March. The USAF Academy also hosts youth hockey camps and the Wounded Warrior Games from the last week in May through mid-July. The ice rink must remain available to host events without exception during those periods.

Clune Arena (Basketball and Graduation Events) Basketball Season extends from September thru March. Clune Arena is also used for various Academy graduation activities during the month of May and

SECTION 01 30 00.24 Page 12Am #0002

[*Am-2] Scheduled events cannot be impacted by construction activities. Impacts due to building system outages, obstruction of lighting, site cleanliness, noise, and all other impacts are included in the preceding statement. [**Am-2] hosts a number of local high school graduation ceremonies. The Clune Arena must remain available to host events without exception during the periods noted above.

The Multi-Purpose Area is used for a variety of activities throughout the year, most importantly for Track & Field events. It is recognized that the Multi-Purpose Area will provide the only access to the major mechanical room renovations and will be required for construction staging. It is recognized that due to the magnitude of construction associated with installation of the hydraulic track, new concrete slab, and polyurethane surface, the Multipurpose Area will not be available to host events or normally scheduled activities for approximately one year. The track team will use an alternate venue for one track season. Once the track and floor surfacing improvements in the Multipurpose Area access to the track and Multipurpose Area must be restored. Once activity access is restored the track and Multipurpose Area must remain available to host events from December thru March. During other periods the Athletic Department desires to have access to as great a portion of the Multi-Purpose Area as possible with the understanding that the Contractor will jointly occupy the space in a manner that permits construction related use while maintaining necessary security and safety standards for all occupants. The level of joint occupancy acceptable to both the Athletic Department (as coordinated through the COR) and the Contractor will be determined during coordination discussions necessary for the Contractor to develop the Phasing Schedule.

1.10 MISSION DELAY DAYS

Anticipate a work delay of one day per month during the contract period due to Using Service operations. The will provide notification one week in advance of these interruptions. This time is included in the overall completion time stated.

1.11 CONTRACT DRAWINGS AND SPECIFICATIONS

1.11.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until CD/DVD-ROM or electronic copy containing the conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) are mailed or sent electronically to the Contractor. See Appendix A for Document Distribution list. See paragraph below for contract drawing distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.11.2 DISTRIBUTION

The Government will process no progress payments prior to receipt of the legible contract drawings and conformed specification sets. After receipt and distribution of the legible drawing and conformed specification sets, the Government will provide the Contractor with editable CAD file drawings (format defined in Section 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS). Prepare final record or as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.11.3 NOTIFICATION OF DISCREPANCIES

Check all drawing files furnished by the government immediately upon their

SECTION 01 30 00.24 Page 13Am #0002 receipt and promptly notify the Contracting Officer of any discrepancies.

Follow dimensions marked on drawings in lieu of scale measurements.

Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 24" x 36". If any other size drawings are furnished or plotted adjust the scales accordingly. The Contractor must also advise his sub-contractors of the above. The Contractor must compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.11.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.12 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 items below in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.13 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract may be in progress simultaneously with work under this contract. Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, the notify the Contracting Officer (CO) immediately for resolution and the CO decision is final.

1.14 PAYMENT

1.14.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

1.14.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

a. Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into

SECTION 01 30 00.24 Page 14Am #0002 consideration in making payments, if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site are limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below in paragraph b.

b. Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials delivered off-site must be limited to the following items: TBD.

1.14.3 CONTRACTOR PAYROLL RECORD

Log payrolls for all employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. Maintain the ENG 3180, along with the payrolls, on site and make available for review by the Contracting Officer's Representative.

Update the ENG 3180's weekly as payrolls are submitted. After making copies for their files, submit the originals of each week’s payrolls to the Resident Office. Before final payment, provide the completed ENG 3180’s to the Contracting Officer's Representatives. The payroll inventory produced by the electronic payroll system will satisfy the requirements in this paragraph and FAR 52.222-8, Payrolls and Basic Records.

1.15 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. The Contractor is responsible to , at their own expense, make all temporary connections and install distribution lines.

Furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. Make arrangements with the Using Service, through the Contracting Officer, as to the method of determining the amount of water and electricity to be used by and the method of payment therefore. All temporary lines must be maintainedin a workmanlike manner satisfactory to the Contracting Officer and removed by the Contractor in like manner prior to final acceptance of the construction. Normal quantities of electricity and water used to make final tests of completely installed systems will be furnished by the Government.

1.16 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 30 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer.

Show all utility interruptions on the project schedule and the work plan.

See the project drawings and the ORDER OF WORK paragraph above.

SECTION 01 30 00.24 Page 15Am #0002

1.17 DIGGING PERMITS AND ROAD CLOSINGS

The Contractor must allow a minimum of 30 calendar days from date of written application to receive permission to dig and to close roads. Only close roads one lane at a time and allow vehicular traffic to pass through the construction area. Flag work on or near roadways in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1, which forms a part of these specifications. Do not cause blockage of work located along the alert force route and maintain unobstructed access for alert force traffic at all times.

The Contractor must submit the attached Base Civil Engineering Work Clearance Request and Acknowledgement before they will receive permission to dig or close roads. The contractor should email the completed forms to:

10CES.CEOER.DigPermit@us.af.mil

1.18 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default:

(Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

( 5 ) ( 4 ) ( 3 ) ( 3 ) ( 3 ) ( 3 ) ( 5 ) ( 5 ) ( 2 ) ( 2 ) ( 2 ) ( 6 )

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

SECTION 01 30 00.24 Page 16Am #0002

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each…