W912QR-50297495_NRP05-0000.pdf

Solicitation For Army Reserve National Roofing Program FY25 Task Order 05

P2: 565479 Design-Build

Volume A – PA118, Conneaut Lake, PA

Volume B – PA013, Butler, PA

Certified Final

19 May 2025

W912QR-50297495

MATOC W912QR24D0054 thru 24D0063 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR-50297495_NRP05-0000

National Roofing Program (NRP) FY25 Project 05 P2 565479

PA118, PA013

Table of Contents Version Certified Final

TABLE OF CONTENTS

VOLUME A: PA118, Conneaut Lake, PA

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, 5 November 2024(For Information Only) ATTACHMENT D: Existing Conditions Report and Notes, 16 August 2023(For Information Only)

VOLUME B: PA013, Butler, PA

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A: Site Location

ATTACHMENT B: Building Layout

ATTACHMENT C: Site Inspection Report, 2 November 2021(For Information Only) ATTACHMENT D: Existing Conditions Report and Notes, 30 September 2020(For

--End of Table of Contents--

May 2025 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program

FY25 Task Order 5

Volume A

PA118 Conneaut Lake, PA

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A:

ATTACHMENT B:

ATTACHMENT C:

ATTACHMENT D:

Site Location

Building Layout

Site Inspection Report, 5 November 2024(For Information Only)

Existing Conditions Report and Notes, 16 August 2023(For

Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or

A/E Revwr Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to APPR /

Auth -

Date RCD

From

CONTR

Date

FWD To

Other

Revwr

Date

RCD

From

Other

Revwr

Action

Code

Date Of

Action

Mailed To

CONTR/

Date RCD

From

APPR

Authority Remarks

01 11 00.00 06 SD-01 Preconstruction Submittal Contractor’s Safety Program 3.7.2 GA

01 11 00.00 06 SD-01 Preconstruction Submittal Demolition Plan 4.2.1 GA

01 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Scaffolding Erection Plan 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan (APP) 1.7 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Site Safety & Health Officer Qualifications

(SSHO)

1.5.1 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA

01 57 19.00 06 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA

01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

00 80 00.00 06 SD-05 Design Data Progress Photographs 1.45 GA

00 80 00.00 06 SD-07 Certificates No Asbestos - Containing Material (ACM)

Certification

1.14 GA

00 80 00.00 06 SD-07 Certificates Insurance 1.31 GA

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-08 Certificates Crane Certificate of Compliance 1.12.6 GA

00 80 00.00 06 SD-11 Closeout Submittals Records, Waste Generated/Diverted 1.10 GA

00 80 00.00 06 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 3.4 GA

00 80 00.00 06 SD-11 Closeout Submittals Final As-Built Drawings 3.4 GA

SB MATOC

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

TITLE: NRP FY25 Project 5

SUBMITTAL REGISTER

JOB NAME: PA118

LOCATION: Conneaut Lake, PA

CONTRACT NO:

CONTRACTOR:

NRP FY25 Project 05

PA118 Conneaut Lake, PA

P2 565479

8-Apr-25

SECTION 00 80 50.00 06

Version CERTIFIED FINAL

SECTION

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

1. PART 1 GENERAL

1.1. SUBMITTALS

Government approval/acceptance is required for submittals with a "GOVT” designation; submittals not having a "GOVT" designation are for information only. When used, a designation following the "GOVT" designation identifies the office that will review the submittal for the

Government. The submittals listed in the Submittal Register at the end of this specification section shall be submitted in accordance with Section

01 33 00.00 06.

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-05 Design Data

SD-07 Certificates

SD-11 Closeout Submittals

1.2. NOT USED

1.3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK - Paragraph 1.37 of Section 00 80 00.00 06 is replaced with the following:

1.3.1 Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the Task order project.

1.3.2 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

1.3.3 Additional Requirements/Clarifications of Work Included Within the Contract

The time stated in FAR 52.211-10 "Commencement, Prosecution, and

Completion of Work" in Section 00 70 50 for completion shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, and equipment lists.

1.4. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default

(Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. In order for the

Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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.

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.

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 weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK

WEEK

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

PA118 22 20 22 21 21 14 6 6 9 19 19 20

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the

Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the

Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair-weather workdays, and issue a modification in accordance with the "Default (Fixed-Price

Construction)" in section 00 70 00 of the base contract, Volume 1 .

1.5. WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract provisions: "Contract Work Hours and Safety Standards --

Overtime Compensation"; "Construction Wage Rate Requirements"; and

"Compliance with Copeland Act Requirements" in Section 00 70 00 of the base contract.

Wage decision included: PA20250049 Building

The work to be performed is located in Conneaut Lake, PA, Crawford

County.

1.6. NOT USED

1.7. Antiterrorism (AT) and Operations Security (OPSEC)- Paragraph 1.7

1.7.1 AT Level I training. This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area. All contractor employees, including 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. 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 30 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.

1.7.2 Access and general protection/security policy and procedures.

This standard language is for contractor employees with an area of performance within an Army-controlled installation, facility, or area.

Contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal

Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (CFR clause 52.204-9, Personal Identity Verification of

Contract 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 individual facility or installation change, the Government may require changes in contractor security matters or processes.

http://jko.jten.mil/

1.7.3 AT Awareness Training for Contractor Personnel Traveling

Overseas. This standard language requires U.S.-based contractor employees and associated subcontractor employees to make available and to receive Government-provided area of responsibility (AOR)–specific AT awareness training as directed by AR 525-13. Specific AOR training content is directed by the combatant commander, with the unit ATO being the local point of contact.

1.7.4 Army Training Certification Tracking System (ATCTS) registration for contractor employees who require access to Government information systems. All contractor employees with access to a Government info system must be registered in the ATCTS at commencement of services and must successfully complete the DoD Information Assurance Awareness prior to access to the information system and annually thereafter.

1.7.5 For contracts that require a formal OPSEC program. The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within

90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it, and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

1.7.6 Controlled Unclassified Information (CUI). Include DFARS clause

252.204-7012, which requires the contractor to comply with NIST 800-

171. Also include DFARS provision 252.204-2019 into solicitations.

Acquisition officials should follow procedures outlined in DFARS 204.73 and verify vendors have an adequate NIST SP 800-171 summary assessment score within the Supplier Performance Risk System (within PIEE). If the score doesn’t show a medium- or high-level assessment with a score of

110 or better (as described in the “NIST SP 800-171 DoD Assessment

Methodology”), include clause252.204-7020 and obtain the vendor’s

“system security plan” and “plan of action” for NIST SP 800-171 verification and assurance by Army security officials.

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. NOT USED

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

1.19. NOT USED

1.20. NOT USED

1.21. NOT USED

1.22. NOT USED

1.23. NOT USED

1.24. NOT USED

1.25. NOT USED

1.26. NOT USED

2. PART 2 PRODUCTS NOT USED

3. PART 3 EXECUTION NOT USED

FY25 NRR Project 05

PA118, 6467 Mike Wood Boulevard, Conneaut Lake, PA 16316

SECTION 01 11 50.00 06

01 11 50.00 06

Task Order SCOPE OF WORK

1. PROJECT INFORMATION

1.1. GENERAL

Design/Build: The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Roof Replacement Project at

PA118 to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis, test, and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

1.2. SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base

MATOC contract Volume 1 of 2 shall apply to this Task Order. The work includes design and construction to replace the following roof systems located at PA118:

Building RFID (SF) Section(s) Existing Roof System

AMSA (9,492) 1 EPDM

AMSA (10,471) 2 SSMR

AMSA (3,902) 3 SSMR

AMSA (1,146) 4 SSMR

WAREHOUSE (31,320) 1 SSMR

Design/Build: Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified

Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the

Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable, and sustainable space.

Design/Build: The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer’s functional needs.

All demolition required to construct the project is included as part of the work of this Contract.

1.3. SITE LOCATION

This project is located at 6467 Mike Wood Boulevard, Conneaut Lake, PA

16316.

1.4. EXISTING SITE UTILITIES

1.4.1. The contractor shall verify the location of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5. BID OPTIONS

1.7. ATTACHMENTS

Design/Build: Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, 14-Mar-25

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.15. Registered Roof Consultant (RRC) (Designer of Record) shall have a degree in Architecture or Engineering and have at least ten (10) years of experience in roof repairs. The RRC must be currently licensed by the International Institute of Building Envelope Enclosures

(IIBEC).

2. DESIGN REQUIREMENTS

2.1. GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01

33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2. DESIGN

2.2.1. The Contractor shall prepare a 100% design for the project in accordance with the RFP using industry standard materials and efficient practices. The design of the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based. It shall be the responsibility of the Design/

Build Contractor to verify the accuracy of the documents provided.

2.2.2 CAD/BIM Requirement

The contractor will not be required to produce advanced modeling and design drawings will be limited to CAD files.

2.2.3 Design Submittal Requirements

The contractor will not be required to produce charette or interim design submittals. The contractor will submit a final design, a corrected final design, and a certified final design. The independent

Registered Roof Observer (RRO) identified under Section 01 11 00.00 06

Paragraph 3.3..2.3 shall review the final design as part of the contractor design QC review team. The RRO shall attend the final design plan-in-hand review meeting.

2.1.4 Design Professionals

General Scope of work for most task orders will be for roof replacement and exterior water proofing with associated work. Roof replacement design will be certified by a RRC and have a professional engineer or architectural stamp. Structural analysis will only be required if there is a change in the dead load for the structural system or if called out in the task order scope of work. Electrical and mechanical design will be limited to relocating existing systems.

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0

Design Quality Control Plan (DQCP) NTP + 14 Days

Design Kick-off (on site) NTP + 40 Days

Charette Report (FIO no review) NTP + 60 Days

Final Submittal NTP + 120 Days

Final Plan in Hand Meeting (on-site) NTP + 138 Days

Corrected Final Submittal NTP + 152 Days

Certified Final Submittal NTP + 160 Days

2.3. REQUEST FOR PROPOSAL (RFP) INTENT

The intent of this RFP section is to describe the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor.

2.4. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

2.4.2. Final Design / Plan-in-hand Review Meeting

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. NOT USED

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

The GFM has been provided as part of the Solicitation package.

2.12.2. GFM File Formats

GFM are provided only in PDF format.

2.13. (See Paragraph 2.1 Section 01 11 00.00 06 )DESIGN SUBMITTAL

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers

Ryan Fagan, PE

RYAN.A.FAGAN@USACE.ARMY.MIL

LRL-ED-MA Room 414

600 Doctor Martin Luther King Junior Place

Louisville, KY 40202

Timothy M. McClellan, P.E., RRC

Timothy.m.mcclellan@usace.army.mil

LRL-ED-MA Room 414

John P. Hearn

Supervisory Construction Control Rep, COR

OSHA SGE/CDSO

US Army Corps of Engineers – Wright Patterson Area/ Resident Office

2475 K Street Bldg 52

WPAFB OH 45433

937-656-6463 (Desk)

937-510-8228 (Work Cell)

Michael Brooks

Michael.s.brooks@usace.army.mil

LRL-CDR

Jeffrey E. Bayers, P.E., P.M.P.

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

Steve Coffey, PE

USARC G 3/5/7 Engineers - Desk 4N-4001-62

Bldg 8-8108

Ft. Bragg, NC 28310

Phone: 910-570-8961

Email: steven.w.coffey3.civ@army.mil mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil mailto:steven.w.coffey3.civ@army.mil

Justin Reeder, PE, RRC, RRO, CDT

USARC-ARIMD Engineering Branch / SAIN Engineering

USAR National Roofing Program REM

Phone: 843.813.2423

Email: justin.reeder@saineng.com

Bill Markey

DPW Operations Engineering Tech

99th Readiness Division

5231 South Scott Plaza

Joint Base McGuire-Dix-Lakehurst, NJ 08640

Phone:609-997-5271

Email: William.f.markey4.civ@army.mil

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

d. The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

3.2. GENERAL INFORMATION

3.2.1. NOT USED

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Local Fire Department

c. Local Security/Police

d. Local Civil Engineer

e. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

3.2.8. NOT USED

3.2.9. Project and Safety Signs. See 01 50 00, Paragraph 2.1.3.

mailto:justin.reeder@saineng.com

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

3.5. Work Schedule under Section 01 11 00.00 06 Paragraph 3.9.1.2 is changed to “Work S WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

3.5.1. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

3.5.2. The Government may or may not grant such permission at its discretion.

3.5.3. No work shall be performed on drill weekends. Contractor is responsible for contacting the POC at the reserve center for a drill weekend schedule.

3.6. The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the RFOS/AFOS and

Facility Coordinator on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. Four (4) curbs need to be replaced on section 1 of the AMSA.

6.2. Five (5) curbs need to be replaced on section 2 of the AMSA.

6.3. Two (2) curbs need to be replaced on section 3 of the AMSA.

6.4. One (1) curb needs to be replaced on section 4 of the AMSA.

6.5. Four (4) curbs need to be replaced on the warehouse.

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Approximately 680 LF of joint sealant needs to be replaced at section 1 of the AMSA.

7.2. Approximately 2560 roof fasteners need to be replaced on the warehouse.

7.3. Contractor shall provide design and shop drawings for snow rail system for all AMSA and Warehouse.

7.4. Heat trace in gutters to be replaced at the warehouse and AMSA for all gutter/downspout systems.

7.5. All roof drains to be tested for proper flow.

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

14. Roof System

Roof system installed shall comply with UFC 3-110-03 Roofing, with

Change 5, or the latest version available. Where they do not existing contractor shall install roof access ladders from the ground to roof and between roof sections to allow access to all sections.

Contractors shall install new splash blocks at all downspout terminations.

Contractor bids shall include removal of 2-8 inches of insulation.

Existing roof systems may be multi-layered with differing roof system types below the surface membrane. Contractor is responsible for identifying all equipment mounted directly below the deck and to utilize a connection method that either avoids the deck or relocates equipment in a way that complies with current building codes.

Building RFID (SF) Section(s) NEW Roof System

AMSA (9,492) 1 3-ply MOD BIT

AMSA (10,471) 2 PVC OVERLAY

AMSA (3,902) 3 PVC OVERLAY

AMSA (1,146) 4 PVC OVERLAY

WAREHOUSE (31,320) 1 PVC OVERLAY

14.2 ROOF DECK REPAIR

Inspect the roof deck carefully. If there are roof deck areas which require repair or replacement, notify the Contracting Officer. Do not proceed with repair or replacement until directed by the Contracting

Officer. Assume replacement up to 10% damaged decking and 50% wood nailers.

--End of Section --

W

AR

EH

O U

SE

AM

SA

Attachment B

Building Layout Plans

Attachment C

Site Inspection Report 5 November 2024

Note: This attachment is for documentation of existing conditions. The requirements of the 01 11 50.00 06 and the base MATOC take precedence over any recommended repairs included in this inspection report.

Deficiencies (continued) Section: Section 1 Size: 9,492

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd Conneaut Lake, PA 16316 ao .

. 0 . •

0 •

!'0

Exterior Envelope -Sealant Deterioration Moderate (Remedial) Quantity: 680 LF Deficiency:

Some light chalking and cracking is present but sealant is still performing.

Corrective Action:

Monitor the condition and begin budgeting for replacement within 1 to 3 years.

it

Remedial

Deficiencies

Section:

Size:

Inspection Date:

Inspector:

Section 2 10,471

09/23/2024 Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Metal Roof Systems - Open Flashing / Closure (Remedial)

Quantity: 10 EA Deficiency:

Open flashing / closure can be caused by physical abuse, improper installation, or failing sealant.

Corrective Action:

Open flashing / closure should be re-worked per industry standards to ensure a water-tight seal.

Metal Roof Systems - Poor Curb Installation (Remedial)

Quantity: 5 EA Deficiency:

Metal roof system is an open purlin design. Curb installed was not flashed per industry standards and additional support in frame work does not appear to be at same height as the adjacent purlins.

Corrective Action:

Recommend new curb with required framing be provided.

Deficiencies (continued) Section: Section 2 Size: 10,471

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

I

11 I

[l

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Penetration - Poor Flashing (Remedial)

Quantity: 1 EA Deficiency:

Flashing has been installed incorrectly and is most likely not waterproof.

Corrective Action:

Install appropriate flashing for the type of penetration per industry standards and good roofing practice.

Metal Roof Systems - Damaged/Misplaced Snowguards

(Remedial)

Quantity: 250 LF Deficiency:

Snowguard observed damaged or misplaced.

Corrective Action:

Repair or replace the snowguard(s) per industry standards.

Deficiencies (continued) Section: Section 2 Size: 10,471

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Drainage - Sealant at Gutter Joint Deteriorated (Remedial)

Quantity: 30 EA Deficiency:

Sealant at gutter joint is deteriorating and at the end of its life cycle.

Corrective Action:

Remove existing rivets and sealant at joint and reseal installing sealant between lap, refasten and seal joint lap of gutter.

Rooftop Equipment - Rusting Vent Stacks (Remedial) Quantity:

2 EA

Deficiency:

Vent stacks rust due to age and/or caustic materials being vented.

Corrective Action:

It is recommended for rust to be removed and vent to be painted.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 2 10,471

09/23/2024 Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Condition Summary

Estimated Roof Overlay: 2026

Recommendations

The roof is a standing seam metal roof with insulation installed over a purlin system. The panels are a painted steel.

The current roof system is approximately 25 years old, and no manufacturer's warranty is in effect. No active leaks were noted on this section of roof by onsite personnel.

The overall condition of roof system is fair. However, the cost of noted repairs may extend its serviceable life for 5 to 7 years. It is recommended that roof be retrofitted with infill insulation and a PVC single ply roof system within the next 1 to 2 years. This would reset the roofs life to approximately 20 years.

The associated sheet metal details were observed to be made of painted steel. The gutter is original and in fair condition. Access to the roof area is provided by a ladder from the ground. No lightning protection was observed.

The existing snow guards are in poor condition or missing.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 2 10,471

09/23/2024 Thomas Henderson

2 - Section 2 (10,471 Sq Ft)

Deficiency

Open Flashing / Closure Poor Curb Installation Poor Flashing Damaged/Misplaced Snowguards Sealant at Gutter Joint Deteri...

Rusting Vent Stacks Full Roof Overlay Total

Qty

10 EA

5 EA

1 EA

250 LF

30 EA

2 EA

10,471 Sq Ft

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Remedial Replacement

Deficiencies

Section:

Size:

Inspection Date:

Inspector:

Section 3 3,902

09/23/2024 Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Metal Roof Systems - Open Flashing / Closure (Remedial)

Quantity: 5 EA Deficiency:

Open flashing / closure can be caused by physical abuse, improper installation, or failing sealant.

Corrective Action:

Open flashing / closure should be re-worked per industry standards

Metal Roof Systems - Poor Curb Installation (Remedial)

Quantity: 2 EA Deficiency:

Metal roof system is an open purlin design. Curb installed was not flashed per industry standards and additional support in frame work does not appear to be at same height as the adjacent purlins.

Corrective Action:

Deficiencies (continued) Section: Section 3 Size: 3,902

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Penetration - Poor Flashing (Remedial)

Quantity: 1 EA Deficiency:

Flashing has been installed incorrectly and is most likely not watertight.

Corrective Action:

Install appropriate flashing for the type of penetration per industry standards and good roofing practice.

Drainage - Sealant at Gutter Joint Deteriorated (Remedial)

Quantity: 10 EA Deficiency:

Sealant at gutter joint is deteriorating and at the end of its life cycle. Corrective Action:

Remove existing rivets and sealant at joint, reseal by applying sealant between lap, refasten the joint, and seal the lap of gutter.

Deficiencies (continued) Section: Section 3 Size: 3,902

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Metal Roof Systems -Damaged/Misplaced Snowguards

(Remedial)

Quantity: 92 LF Deficiency:

Snowguard observed damaged or misplaced.

Corrective Action:

Repair or replace the snowguard(s) per industry standards.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 3 3,902

09/23/2024 Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Condition Summary

Estimated Roof Overlay: 2026

Recommendations

The roof is a standing seam metal roof with insulation installed over a purlin system. The panels are a painted steel.

The current roof system is approximately 25 years old, and no manufacturer's warranty is in effect. No active leaks were noted on this section of roof by the onsite personnel.

The overall condition of roof system is fair. However, the cost of the noted repairs may extend its serviceable life for 5 to 7 years. It is recommended that roof be retrofitted with infill insulation and a PVC single ply roof system within the next 1 to 2 years. This would reset the roofs life to approximately 20 years.

The associated sheet metal details were observed to be made of painted steel. The gutter is original and in fair condition. Access to the roof area is provided by a ladder from the ground. No lightning protection was observed.

The existing snow guards are in poor condition or missing.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 3 3,902

09/23/2024 Thomas Henderson

3 - Section 3 (3,902 Sq Ft )

Deficiency

Open Flashing / Closure Poor Curb Installation Poor Flashing Sealant at Gutter Joint Deteri. ..

Damaged/Misplaced Snowguards Full Roof Overlay Total

Qty

5 EA

2 EA

1 EA

10 EA

92 LF

3,902 Sq Ft

PA118-AMSA

6467 Mike Wood Blvd Conneaut Lake, PA 16316

Remedial r-

Replacement

Deficiencies

Section:

Size:

Inspection Date:

Inspector:

Section 4 1,146

09/23/2024 Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Metal Roof Systems - Poor Curb Installation (Remedial)

Quantity: 1 EA Deficiency:

Metal roof system is an open purlin design. Curb installed was not flashed per industry standards and additional support in frame work does not appear to be at same height as the adjacent purlins.

Corrective Action:

Recommend new curb with required framing be provided.

Metal Roof Systems - Open Flashing / Closure (Remedial)

Quantity: 2 LF Deficiency:

Open flashing/closure can be caused by physical abuse, improper installation, or failing sealant.

Corrective Action:

Open flashing/closure should be re-worked per industry standards to ensure a water-tight seal.

Deficiencies (continued) Section: Section 4 Size: 1,146

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Drainage - Sealant at Gutter Joint Deteriorated (Remedial)

Quantity: 4 EA Deficiency:

Sealant at gutter joint is deteriorating and at the end of its life cycle.

Corrective Action:

Remove existing rivets and sealant at joint, reseal by applying sealant between lap, refasten the joint, and seal the lap of gutter.

Metal Roof Systems - Open Flashing / Closure (Remedial)

Quantity: 2 EA Deficiency:

Open flashing/closure can be caused by physical abuse, improper installation, or failing sealant.

Corrective Action:

Open flashing/closure should be re-worked per industry standards to ensure a water-tight seal.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 4 1,146

09/23/2024 Thomas Henderson

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316 r-

Condition Summary

Estimated Roof Overlay: 2026

Recommendations

The roof is a standing seam metal roof with insulation installed over a purlin system. The panels are a painted steel.

The current roof system is approximately 25 years old, and no manufacturer's warranty is in effect. No active leaks were noted on this section of roof by the onsite personnel.

The overall condition of roof system is fair. However, the cost of the noted repairs may extend its serviceable life for 5 to 7 years. It is recommended that roof be retrofitted with infill insulation and a PVC single ply roof system within the next 1 to 2 years. This would reset life to approximately 20 years.

The associated sheet metal details were observed to be made from painted steel. The gutter is original and in fair condition. Access to the roof area is provided by a ladder from the ground. No lightning protection was observed.

Existing snow guard's are in poor condition or missing.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 4 1,146

09/23/2024 Thomas Henderson

4 -Section 4 (1,146 Sq Ft)

Deficiency

Poor Curb Installation Open Flashing / Closure Sealant at Gutter Joint Deteri. ..

Open Flashing / Closure Full Roof Overlay Total

Qty

1 EA

2 LF

4EA

2 EA

1,146 Sq Ft

PA118-AMSA

6467 Mike Wood Blvd

Conneaut Lake, PA 16316

Remedial r-

Replacement

Deficiencies

Section:

Size:

Inspection Date:

Inspector:

Section 1 31,320

09/23/2024 Thomas Henderson

PA118 -Warehouse

6467 Mike Wood Blvd

Conneaut Lake, PA 16316

Metal Roof Systems - Poor Repair (Remedial)

Quantity: 19 EA Deficiency:

A repair using dissimilar materials was noted. This repair is in poor condition and will fail in time.

Corrective Action:

Remove the old repair patch and open the laps in the ridge. Clean the area, apply two beads of gun-grade butyl sealant in the lap, and install new fasteners one size larger.

Metal Roof Systems - Poor Curb Installation (Remedial)

Quantity: 4 EA Deficiency:

Metal roof system is an open purlin design. Curb installed was not flashed per industry standards and additional support in frame work does not appear to be at same height as the adjacent purlins.

Corrective Action:

Deficiencies (continued) Section: Section 1 Size: 31,320

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118 -Warehouse

6467 Mike Wood Blvd

Conneaut Lake, PA 16316

Metal Roof Systems - Rusting/ Loose Fasteners (Remedial)

Quantity: 2560 EA Deficiency:

Fasteners are rusting.

Corrective Action:

Replace rusting fasteners with fastener one size larger.

Penetration - Poor Flashing (Remedial)

Quantity: 5 EA Deficiency:

Flashing has been installed incorrectly and is most likely not watertight.

Corrective Action:

Install appropriate flashing for the type of penetration per industry standards and good roofing practice.

Deficiencies (continued) Section: Section 1 Size: 31,320

Inspection Date: 09/23/2024 Inspector: Thomas Henderson

PA118 -Warehouse

6467 Mike Wood Blvd

Conneaut Lake, PA 16316

Metal Roof Systems - Damaged/Misplaced Snowguards

(Remedial)

Quantity: 514 LF Deficiency:

Snow guards that were previously installed with adhesive have become unadhereed and are now loose or missing throughout the roof system.

Corrective Action:

Replace the snowguard(s) with rail type systems that clamp to the rib of the panels per industry standards. The price is for 2 rows per side.

Drainage -Sealant at Gutter Joint Deteriorated (Remedial)

Quantity: 24 EA Deficiency:

Sealant at gutter joint is deteriorating and at the end of its life cycle.

Corrective Action:

Remove existing rivets and sealant at joint, reseal by applying sealant between lap, refasten the joint, and seal the lap of gutter.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1 31,320

09/23/2024 Thomas Henderson

PA118 -Warehouse

6467 Mike Wood Blvd

Conneaut Lake, PA 16316

Condition Summary

Estimated Roof Overlay: 2025

Recommendations

The observations and recommendations submitted for the subject roofs are based upon visual observations and graded based on the condition of the installed roof system and roof sheet metal flashings as they exist today.

The roof is a standing seam metal roof with insulation installed over a purlin system. The panels are a painted steel.

The current roof system is approximately 25 years old, and no manufacturer's warranty is in effect. No active leaks were noted on this section of roof by the onsite personnel.

The overall condition of roof system is fair. However, the cost of noted repairs may extend its serviceable life for 5 to 7 years. It is recommended that roof be retrofitted with infill insulation and a PVC single ply roof system within the next 1 to 2 years. This would reset the roofs life to approximately 20 years.

The associated sheet metal details were observed to be made from painted steel. The gutter is original and in fair condition. Access to the roof area is provided by a ladder from the ground. No lightning protection was observed.

Existing snow guard's are in poor condition or missing.

Summary Section:

Size:

Inspection Date:

Inspector:

Section 1 31,320

09/23/2024 Thomas Henderson

1 - Section 1 (31,320 Sq Ft ) Deficiency Poor Repair

Poor Curb Installation Rusting/ Loose Fasteners Poor Flashing Damaged/Misplaced Snowguards Sealant at Gutte r Joint Deteri. ..

Full Roof Overlay Total

Qty

19 EA

4 EA

2560 EA

5 EA

514 LF

24 EA

31,320 Sq Ft

PA118 -Warehouse 6467 Mike Wood Blvd Conneaut Lake, PA 16316

Remedial Replacement

Attachment D

Existing Conditions Report and Notes 16 August 2023

Note: This attachment is for documentation of existing conditions. The requirements of the 01 11 50.00 06 and the base MATOC take precedence

Date: 08-16-23

Location: PA 118, Conneaut Lake Pa

ECS: Notes

- PEMB with a Standing Seam Metal (SSM) roof

- Possible leak on Ridge of SSM roof approximately 40’ from the west wall.

- Most of the snow guards have been ripped off. A snow “rail” is suggested to be installed due to the significant snow slides.

- Most of the screws on the SSM roof have been over-torqued and are missing the rubber washer.

- Several of the SSM roof panels appear to have been damaged by snow slide off and expansion and contraction. They have a rippling affect to the panels and the seams are beginning to separate. The gutters and brackets have been damaged as well from the snow and appear to be bulging outward from the sliding.

- Rubber boots around vents have deteriorated/splitting and need to be replaced.

- Previous leak repair attempts involving a liquid applied coating around vents and to joints on SSM panels are flaking off in several spots. Application appears to not have been installed per manufactures specifications. Suspect surface was not prepped properly, primer wasn’t applied, and suspected a pull/strip test wasn’t performed.

- Underside of decking there is loose lay batten insulation cover by metal corrugated panels.

- The gutters and down spouts are rusting out in spots. They do not have any expansion joints and appear to have been damaged by snow slide off and expansion/contraction.

- Heat tape was found in the gutter unknown if in working condition. Suspect that it is no longer operation and suggest that it is repaired/replaced.

- Gutters need to be cleaned out and recommend sealing with a liquid applied spray or PVC inlay.

- Recommend SSM roof long term needs sprayed/silicone or a PVC overlay. With a current estimated life before further leaks is 3-5 years. Should be scheduled for above recommendation at that time.

AMSA Shop Notes:

- Brick appears to be in good condition.

- Fifth bay down from the office overhead door metal damage along door on both sides of building

- Metal damage at second bay

- Replace caulking around door rm 179 (x2)

- AMSA shop has two different roofing systems. The first is an EPDM roofing system and the second is a SSM roofing system.

- EPDM Roof System o Roof membrane is aging, and shrinkage has occurred. Membrane is pulling away from rake edge on east side of AMSA building and appears to be leaking along this exterior wall.

o Several seams/patches are beginning to break down/split.

o Rubber boot for vents are missing metal straps or pulling away, splitting and shorter than the required 8” and are not sealed properly.

o Recommend EPDM Roof long term needs to be replaced in kind or a Mod Bit Roof system installed. If above repairs aren’t made by the end user, the estimated life of the system is 1 - 3 years. If repairs are made than the estimated life would be 3 - 5 years. At that time the recommendation for the long-term solution should be scheduled.

- SSM Roof System o Unable to access SSM roof to inspect during visit but suspect similar conditions as

ECS. SSM is of the same manufacture as ECS SSM. No known leaks at the time of the visit o The gutters and down spouts are rusting out in spots. No expansion joints were observed and appear to have been damaged by snow slide off and expansion/contraction.

o A snow “rail” is suggested to be installed due to the significant snow slides on the

SSM.

o Heat tape was found in the gutter unknown if in working condition. Suspect that it is no longer operation and suggest that it is repaired/replaced.

o Gutters need to be cleaned out and recommend sealing with a liquid applied spray or PVC inlay.

o Recommend SSM roof long term needs sprayed/silicone or a PVC overlay. With a current estimated life of 3-5 years. Should be scheduled for above recommendation at that time.

May 2025 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

Army Reserve National Roofing Program FY25 Task Order 5

Volume B

PA013 Butler, PA

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 SPECIAL PROVISIONS FOR TASK ORDERS

00 80 50.00 06 Submittal Register

DIVISION 01 – GENERAL REQUIREMENTS

01 11 50.00 06 Task Order SCOPE OF WORK

ATTACHMENTS

ATTACHMENT A:

ATTACHMENT B:

ATTACHMENT C:

ATTACHMENT D:

Site Location

Building Layout

Site Inspection Report, Nov 2, 2021(For Information Only)

Supplemental Inspection Information (For Information Only)

Line

Act-ivity

Trans-mittal # Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GA for

GOVT or

A/E Revwr Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to APPR /

Auth -

Date RCD

From

CONTR

Date

FWD To

Other

Revwr

Date

RCD

From

Other

Revwr

Action

Code

Date Of

Action

Mailed To

CONTR/

Date RCD

From

APPR

Authority Remarks

01 11 00.00 06 SD-01 Preconstruction Submittal Contractor’s Safety Program 3.7.2 GA

01 11 00.00 06 SD-01 Preconstruction Submittal Demolition Plan 4.2.1 GA

01 32 01.00 06 SD-01 Preconstruction Submittal Project Schedule 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Scaffolding Erection Plan 3.4 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan (APP) 1.7 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Accident Prevention Plan 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Activity Hazard Analysis (AHA) 1.8 GA

01 35 26.00 06 SD-01 Preconstruction Submittal Site Safety & Health Officer Qualifications

(SSHO)

1.5.1 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Design Quality Control Plan 3.2 GA

01 45 04.10 06 SD-01 Preconstruction Submittal Construction Quality Control Plan 3.3 GA

01 50 00 SD-01 Preconstruction Submittal Construction Site Plan 1.3 GA

01 57 19.00 06 SD-01 Preconstruction Submittal Environmental Protection Plan 1.7 GA

01 74 19 SD-01 Preconstruction Submittal Construction Waste Management Plan 1.7 GA

00 80 00.00 06 SD-05 Design Data Progress Photographs 1.45 GA

00 80 00.00 06 SD-07 Certificates No Asbestos - Containing Material (ACM)

Certification

1.14 GA

00 80 00.00 06 SD-07 Certificates Insurance 1.31 GA

00 80 00.00 06 SD-07 Certificates Warranties 1.15 GA

00 80 00.00 06 SD-08 Certificates Crane Certificate of Compliance 1.12.6 GA

00 80 00.00 06 SD-11 Closeout Submittals Records, Waste Generated/Diverted 1.10 GA

00 80 00.00 06 SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 3.4 GA

00 80 00.00 06 SD-11 Closeout Submittals Final As-Built Drawings 3.4 GA

SB MATOC

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

TITLE: NRP FY25 Project 5

SUBMITTAL REGISTER

JOB NAME: PA013

LOCATION: Butler, PA

CONTRACT NO:

CONTRACTOR:

PA013 Butler, PA

00 80 50.00 06

SPECIAL PROVISIONS FOR TASK ORDERS

08/19

1. PART 1 GENERAL

1.1. SUBMITTALS

Government approval/acceptance is required for submittals with a "GOVT” designation; submittals not having a "GOVT" designation are for information only. When used, a designation following the "GOVT" designation identifies the office that will review the submittal for the

Government. The submittals listed in the Submittal Register at the end of this specification section shall be submitted in accordance with Section

01 33 00.00 06.

SD-01 Preconstruction Submittals

SD-02 Shop Drawings

SD-05 Design Data

SD-07 Certificates

SD-11 Closeout Submittals

1.2. NOT USED

1.3. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK - Paragraph 1.37

1.3.1 Refer to FAR 52.211-12 "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the Task order project.

1.3.2 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

1.3.3 Additional Requirements/Clarifications of Work Included Within the Contract

The time stated in FAR 52.211-10 "Commencement, Prosecution, and

Completion of Work" in Section 00 70 50 for completion shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, and equipment lists.

1.4. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. ER 415-1-15

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the "Default

(Fixed-Price Construction)" as discussed in Section 00 70 00 of the base contract and Section 00 70 50 of this task order. In order for the

Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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.

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.

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 weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS BASED ON (5) DAY WORK

WEEK

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

PA013 22 21 22 21 16 6 5 4 4 14 19 20

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the

Contractor's…