JA-0_-_Statement_of_Work.pdf

FTQW 10-2603 Repair Thaw Shed Roof, CH&PP (B6203) Statement of Work

STATEMENT OF WORK

FOR

FTQW 10-2603 REPAIR THAW SHED ROOF, CH&PP (B6203)

AT

EIELSON AIR FORCE BASE, ALASKA

25 March 2015

FA5004-15-B-C004

EIELSON AFB, ALASKA

ATTACHMENT JA-0

SOW

FTQW 10-2603 Repair Thaw Shed Roof, CH&PP (B6203) Statement

1.0 INTRODUCTION

Building 6203 is the Eielson AFB (EAFB) Power Plant. The current roof system was last repaired by replacement on August 11 th

1995 by Carlisle commercial contractor. The roof warranty expired on 30 August 2005 and a project is being planned that will repair by replacement the existing roof system. This statement of work (SOW) defines the work to investigate and repair by replacement the specified roof system.

2.0 LOCATION

EAFB is located approximately 23 miles southeast of Fairbanks, Alaska. Building 6203 is located on Industrial Drive, east of the air field near the center of the base.

3.0 INSTRUCTIONS TO THE CONTRACTOR

3.1 Notification - The Contractor is required to notify the Contracting Officer (CO) and

Contracting Officer Representative (COR) of critical issues that may affect the contract performance and/or human health and the environment. The types of issues that require notification include, but are not limited to, health risks, spills, unexpected utility crossings, unusual weather conditions, unacceptable materials, and changes in critical personnel. As an example, if a health / safety risk was discovered during field activities, the Contractor would be required to immediately stop work, report the discovery to the base POC and COR, and implement the appropriate safety precautions. Commencement of field activities could not continue until clearance was received from the CO. On critical issues, oral notification should be made immediately, followed by written notification as soon as practical.

3.2 Photo Documentation - Prepare digital photo documentation. Include photo documentation of site(s) and building(s) under investigation, field activities, and sample locations. Photography of any kind must be coordinated through the installation, customer, or facility Point of Contact

(POC).

3.3 Work Site Coordination - Coordinate work site activities to ensure the protection of human health and the environment; the prevention of damage to property, utilities, materials, supplies, and equipment; and the avoidance of work interruptions. Provide physical security to the work area with security equipment and personnel as required. The Contractor must comply with Air

Force Occupational Safety and Health (AFOSH), Occupational Safety and Health

Administration (OSHA) safety and health regulations and local safety office requirements. The

Contractor is required to provide the CO copies of any AFOSH or OSHA report(s) submitted during the duration of the TO.

3.4 Quality Program Plan (QPP) - The QPP shall include the Work Plan (WP) and the Safety and Health Plan (SHP) (as required by 29 Code of Federal Regulations (CFR) 1910.120) and

Specification 01030 and an Environmental Protection Plan (EPP) per Specification 01030.

3.4.1 Work Plans (WPs) - Prior to commencement of work, the Contractor shall submit a Work

Plan (WP) delineating methodology, material, manpower, etc. necessary to perform the work.

FA5004-15-B-C004

EIELSON AFB, ALASKA

FTQW 10-2603 Repair Thaw Shed Roof, CH&PP (B6203) Statement

The Work Plan shall also include a schedule. This plan shall cover each major definable feature of the work to be performed (Contractor’s work as well as Subcontractor’s work).

3.4.2 Safety and Health Plan - Prepare a SHP to comply with Air Force, OSHA, United States

Environmental Protection Agency (USEPA), state, and local health and safety regulations regarding the proposed work effort. Utilize to the fullest extent possible any existing related

SHP, tailored specifically to the current effort. Use USEPA guidelines for designating the appropriate levels of protection needed at the study site(s) as applicable. Maintain written certification that the approved SHP has been reviewed with all personnel that work at the project site prior to their mobilization. Comply with requirements of Specification Section 01030.

3.4.3 Environmental Protection Plan - This plan shall identify all potential environmental hazards expected to be encountered during the execution of the work, and must contain a Waste

Management Plan explaining how these hazards will be minimized, handled, contained or disposed of. Plan requirements are described in attached Specification Section 01030. Per

Specification 01030 (1.26E), the contractor shall be responsible for identifying Asbestos

Containing Material (ACM) prior to conducting maintenance, abatement, renovation, and demolition.

3.5 Fire Protection - The contractor shall obey all requirements of the National Fire Codes and

Air Force regulations as they relate to the work. The contractor shall not do any welding or use any flame apparatus without obtaining clearance from the fire department. The fire department may be contacted by phone at 377-4156. Notify the fire department at least 24 hours in advance of the intended use of any flame apparatus. When using flame apparatus, provide fire protection devices, such as non-combustible coverings and fire extinguishers, as directed by the fire department. Comply with Requirements of Specification Section 01030. (Note: Fire Dept.

notification in advance of 24 hours will help ensure requirements of Specification Section 01030 are met ahead of work start date.)

3.6 Protection of Government Property and Personnel - The contractor shall protect

Government and non-Government property and personnel on-base from inconvenience, damage, or injury of any nature. The contractor shall accomplish the work in accordance with applicable parts of Base Safety and Fire Prevention regulations, Air Force regulations, and such other measures as may be deemed applicable.

Damages of any nature caused by this work shall be repaired or damaged property replaced at no expense to the Government. If the contractor does not satisfactorily repair or replace the damaged property, the Government reserves the right to make the necessary corrections. The contractor shall reimburse the Government for consequential damages and for all materials and labor used for the corrections.

3.7 Storage and Protection of Materials - The contractor is responsible for the storage and safekeeping of all material to be used in the work.

3.8 Daily Clean Up - The contractor shall keep the work area clean of all debris on a daily basis or more often as required. The contractor shall keep storage areas clean and orderly at all times.

The contractor shall dispose of combustible wastes at the end of each work day and under no circumstances allow them to accumulate.

FA5004-15-B-C004

EIELSON AFB, ALASKA

FTQW 10-2603 Repair Thaw Shed Roof, CH&PP (B6203) Statement

4.0 GOVERNMENT FURNISHED PROPERTY/FACILITIES AND DATA

The contractor may request access to Government utilities which are readily available in the work area (e.g. house current or tap water in buildings). Required utilities which are not readily available in the work area or which would cause significant expense or inconvenience to the

Government shall be provided by the contractor. The contractor shall provide all materials and equipment for any approved utility hookup.

5.0 PROJECT OBJECTIVES

The objective of this work is to repair by replacement of the roof of an occupied facility B6203 with continued normal operations and activities of its occupants. The existing roof is comprised of composite, Insulated Roof Membrane Assemblies (IRMA), Exposed Membrane roofs

(EPDM), and/or Built Up Roofing (BUR) with associated patch work from previous years.

6.0 DESCRIPTION OF WORK

6.1. Work under this contract consists of furnishing all plant, labor, supplies, parts, transportation, tools, equipment, and facilities necessary to perform work required to complete project FTQW 10-2603 in strict accordance with this Statement of Work. All work shall be warranted as indicated in the Specification Section 07 53 23 (1.8). Contractor shall install roof warranty sign. The facility shall be occupied during the entire construction period. The contractor shall ensure OSHA approved traffic calming or crowd control precautionary markers, signs, safety equipment, or materials used are secured or contained to prevent migrating off the job site. Any roof penetrations or components exposed, or affected by the work shall be reinstalled (if applicable) to its original location, flashed and/or patched to industry standard.

6.2. Repair by replacement approximately 10,504 Square Feet (SF) roof of Bldg. 6203 of the existing roof with exposed membrane, continuously adhered, Ethylene Propylene Diene

(EPDM), including insulation (R38), underlayments, decking, flashings, drain covers and extensions. Remove and dispose all waste materials and construction debris down to existing metal deck. Repair/patch metal deck, as required, as part of a new watertight roofing system. The roof system shall be installed in accordance with manufacturers' specifications and good construction practices. Any roof penetrations disturbed, exposed, or affected by the work shall be flashed and/or patched to industry standard.

6.3. Remove 12 SF mechanical vent on NW corner of the northern work area to accommodate ease of removal of roof membrane and associated components, includes electrical and duct work

(size calculated by metal area), loose drain covers, drip edge, expansion joint materials, and sealants, to include all associated clips and fasteners.

6.3. Remove approximately 10,504 SF of existing EPDM roof membrane assemblies, 9,923

SF plywood roof decking, flashing and sealant, including parapet walls. Remove 665 SF of metal flashing/counter metal flashing, drip edge, and expansion joint material to include all

FA5004-15-B-C004

EIELSON AFB, ALASKA

FTQW 10-2603 Repair Thaw Shed Roof, CH&PP (B6203) Statement associated clips and fasteners on existing standing seam/ steel rolled metal roof section of building. Remove 9,923 SF of loose laid or rigid insulation (1 x 4” layer – 4” total).

6.5. Install approximately 10,504 SF of new exposed membrane roof- EPDM system on new deck insulated to R38, flat stock UL Classification of ‘A’ in accordance with manufacturer's specifications in areas previously covered by IRMA, EPDM, and/or BUR roofing systems.

Install tapered insulation to ensure roof slope provides positive drainage. Install 9,923 SF of vapor barrier, FFP – 8-mil polyethylene, and 9,923 SF 5/8” Gypsheeting thermal barrier roof deck. Extend membrane up (and over, if appropriate) wall, parapet or curb.

6.6. Install remanufactured flashing for 1 each Vent Through Roof (VFR). The mechanical unit shall be reinstalled, reflashed/repatched/resealed, and functioning to industry standards, prior to final acceptance. Replace 5 roof drains. Clean and remove debris to ensure proper flow of roof drains. Install 665 SF metal flashing, expansion joint, etc. in accordance with manufacturer’s recommendations, and procedures greater than or equal to 22 ga. Re-install 4 overflow scuppers, flashing, and patching in current locations.

6.7. Repair by replacement two (2) 9’ fixed ladders, one 26’ fixed ladder with safety cage, one 33’ fixed ladder with safety cage, and one 21’ ladder with safety cage. All replacement ladders shall be installed in current ladder locations, properly secured to building. See

Specifications Section 05 51 33.

6.8. As such, the intent is to not dictate methods as much as to require performance, which is guaranteed by extended warranties.

7.0 DELIVERABLES

See AF Form 66.

9.0 GOVERNMENT-FURNISHED MATERIALS AND EQUIPMENT

The Government will furnish the following materials, equipment and services used during the evaluation and repair of the roof system:

9.1 Utilities: Electric power required for the performance of the work under this statement of work will be furnished at no charge to the Contractor.

10.0 CONTRACTOR FURNISHED MATERIALS AND EQUIPMENT

The Contractor shall provide all material, equipment and labor required for proper evaluation and repair by replacement of the roof system.

Attached:

JA-1 Specifications

JA-2 Specifications 01030

JA-3 Specifications Sec 07 53 23

FA5004-15-B-C004

EIELSON AFB, ALASKA

FTQW 10-2603 Repair Thaw Shed Roof, CH&PP (B6203) Statement

JA-4 As Built Drawings

JA-5 Pictures

JA-6 AF Form 66

JA-7 Work Areas

JA-8 AF Form 103

JA-9 AF Form 3000

JA-10 Wage Determination

JA-11 AF Form 3064

JA-12 AF Form 3065

FA5004-15-B-C004

EIELSON AFB, ALASKA