CRD Roofs Statement of Work - Revised.pdf

STATEMENT OF WORK - 1

US Department of Agriculture (USDA)

Cordova Roof Restorations Statement of Work

STATEMENT OF WORK - 2

Contents Project General Information

1.0 Scope of Work

2.0 Background

Contractor Requirements

3.0 Technical Requirements / Tasks

4.0 Government Furnished

5.0 Deliverables / Schedule

6.0 Travel

7.0 Contractor’s Key Personnel

8.0 Use of Premises

9.0 Order of Precendence

10.0 Project Specifications

Attachments

STATEMENT OF WORK - 3

Project Cordova Roof Restorations

General Information

1.0 Scope of Work

This project is to restore aged metal roofing systems by applying a multi-layer polyurethane-based coating system to each facility. Major work items include:

• Clean and prepare eight (8) metal roofs for new coating systems.

• Apply multi-layer polyurethane coating system, Gaco U8782 and UA60, or approved equal, to eight (8) metal roofs, for a total of approximately 21,741 SF.

• Provide and install approximately 1,160 LF of new two-rail type snow guard systems.

• Provide and install approximately 726 LF of new heavy duty aluminum gutters, complete with hangers, screens, and downspouts.

This project is broken down into base and options items as described below:

Base Bid:

1. Mobilization

2. CWC Warehouse

3. CWC Fourplex

4. 12-Person Crewhouse

5. North Residence

6. South Residence

Option Items:

1. 8-Person Crewhouse

2. CWC Boat Storage

3. Fourplex Carport

2.0 Background

There are several old roof patches and aging penetration flashing on these roofs. Most of the roofs are 30-40 years old and are approaching the end of their functional service lives without additional maintenance or replacement. These facilities function as the collective Cordova Work Center (CWC), which is a compound that provides housing and storage for the Cordova Ranger District personnel. The goal of this project is to restore the roofs without incurring the high cost of complete tear-off and replacement. The finished product following the completion of this contract will be restored roofs with a 20-year comprehensive manufacturer warranty against leaks.

The Government will not exercise any supervision or control over the Contractor performing the services herein.

2.1 Outline of Services: The Contractor shall furnish all labor, supervision, management, tools, materials, equipment, facilities, transportation, and other items necessary to provide the final products outlined below and described in this Statement of Work (SOW).

2.2 Project Location: The facilities are all located in Cordova, Alaska. Most facilities are located at the intersection of Lefevre and Lakeshore Dr, just off the Copper River Hwy. The two Residences are located on a US Forest Srv Rd, just off 1st Street. Coordinates are provided on the drawings.

2.3 Period of Performance: The period of performance shall be 120 days from the time of award.

STATEMENT OF WORK - 4

2.4 Government Regular Working Hours: The Government's regular working hours are from 0800 to 1700, five days per week, Monday through Friday, except observed Federal holidays. Exceptions to the regular hours of operation are detailed in subsequent sections of this SOW.

2.5 Federal Observed Holidays: The government observes the following holidays:

New Year’s Day Labor Day Martin Luther King Jr.’s Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Independence Day Christmas Day Juneteenth

2.6 Time frame of Contract Work Performance: Work shall only be accomplished when environmental conditions meet manufacturer’s requirements for installation.

2.7 Service Interruptions: If any services must be interrupted (even temporarily) due to maintenance of contract work, the Contractor shall notify the CO, and COR at least three working days in advance. If the service is due to an emergency breakdown the Contractor shall notify the CO and COR as soon as practicable.

2.8 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation (FAR) Subpart 42.5. The CO and/or COR shall meet periodically with the contractor to review the contractor's performance. At these meetings the CO will apprise the Contractor of how the Government views the contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues.

2.9 Project Manager (PM): The Contractor shall provide a PM and designated alternate, as applicable, who has full authority to act for the Contractor on all contract matters relating to this contract. The PM or alternate shall be on-site during the Government's regular working hours and shall be available on-site within one hour after the Government's regular working hours.

2.10 Quality Control Program (QCP): The Contractor shall develop and maintain an effective QCP to ensure services are performed in accordance with (IAW) this SOW. The QCP must be forwarded to and accepted by the CO. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of deficiencies. The Contractor’s QCP is the means by which the Contractor assures that the work complies with the requirement of the contract. The QCP shall be delivered to the CO within 10 days after contract award. After acceptance of the QCP the Contractor shall receive the contracting officer’s acceptance in writing of any proposed change to the QCP.

2.11 Contracting Officer’s Representative (COR): A COR may be assigned to this contract to monitor all technical aspects and assist in contract administration. The COR may be authorized to perform the following functions: Assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communication with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements (without increasing or decreasing contract scope), including Government drawings, designs, and specifications; monitor Contractor's performance and notify both the CO and Contractor of deficiencies;

and provide site entry of Contractor personnel. The COR is not authorized to change any of the terms and conditions of the contract or any task order.

2.12 Methods of Measurement:

2.12.1 ACTUAL QUANTITIES (AQ) - These estimated quantities are determined from actual measurements of completed work. Should the actual measurements differ by more than 15

STATEMENT OF WORK - 5

percent from the estimated quantities, the Contractor or the Government can request pay adjustments accordingly.

2.12.2 CONTRACT QUANTITIES (CQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

• As a result of changes in the work authorized by the CO.

• As a result of the CO determining that errors exist in the original design, and cause a pay item quantity to change by 15 percent or more.

• As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

2.12.3 LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

2.13 Definitions:

CRD – Cordova Ranger District CWC – Cordova Work Center SSM – Standing Seam Metal CO – Contracting Officer COR – Contracting Officer’s Representative NLT – No Later Than IAW – In Accordance With WFT – Wet Film Thickness DFT – Dry Film Thickness

Contractor Requirements

3.0 Technical Requirements / Tasks

3.1 Base Item 1: Mobilization

3.1.1 Mobilize any required equipment and personnel to the work site to fully execute all subsequent tasks in this SOW. The Government will not provide lodging but will provide staging areas for equipment, to include unsecured covered storage areas and vehicle parking, both within the Cordova Work Center compound. No storage or overnight parking will be provided at the Residences.

3.2 Base Item 2: CWC Warehouse

3.2.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.2.2 Replace all penetration flashing and boots shown on the drawings.

3.2.3 Inspect all plywood sheathing from the attic or by other means to determine if any water damage has occurred or if any sheathing is in need of replacement, prior to coating. Of particular concern is the area around the roof patch shown on the drawings. Remove and reinstall metal roofing as needed to access the sheathing that is to be replaced. The estimated quantity of sheathing replacement for the Warehouse is 512 SF, measured as an AQ (see 2.12.1 above for AQ description). Sheathing replacement shall be done IAW specifications Section 061000. If the metal roofing panels cannot be reinstalled, then provide a permanent patch as described in 3.4.5.

STATEMENT OF WORK - 6

3.2.4 Apply the following coating system, IAW specifications Section 75700:

3.2.4.1 Primer, as required by the coating manufacturer

3.2.4.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.2.4.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.2.4.4 Roofing granules, 0.5 lb/sf

3.2.4.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.2.5 Approximate roofing surface square footage is 5,070 sf.

3.2.6 Provide and install approximately 107 LF of new heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties. Replace all drip edge on the eaves that will receive new gutters, IAW specifications Section 77100.

3.2.7 Remove existing, then provide and install approximately 214 LF of new seam-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

3.3 Base Item 3: CWC Fourplex

3.3.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.3.2 Replace all penetration flashing and boots shown on the drawings.

3.3.3 Inspect all plywood sheathing from the attic or by other means to determine if any water damage has occurred or if any sheathing is in need of replacement, prior to coating. Remove and reinstall metal roofing as needed to access the sheathing that is to be replaced. The estimated quantity of sheathing replacement for the Fourplex is 256 SF, measured as an AQ (see 2.12.1 above for AQ description). Sheathing replacement shall be done IAW specifications Section 061000. If the metal roofing panels cannot be reinstalled, then provide a permanent patch as described in 3.4.5.

3.3.4 Replace flashing, drip edge, and fascia where shown on the drawings (approximately 25’-4” in length), IAW specifications Sections 77100 and 61000.

3.3.5 Apply the following coating system, IAW specifications Section 75700:

3.3.5.1 Primer, as required by the coating manufacturer

3.3.5.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.3.5.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.3.5.4 Roofing granules, 0.5 lb/sf

3.3.5.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.3.6 Approximate roofing surface square footage is 2,401 sf.

3.3.7 Provide and install approximately 103 LF of new heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties. Replace all drip edge on the eaves that will receive new gutters, IAW specifications Section 77100.

3.3.8 Provide and install approximately 126 LF of new seam-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

STATEMENT OF WORK - 7

3.4 Base Item 4: 12-Person Crewhouse

3.4.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.4.2 Replace all penetration flashing and boots shown on the drawings.

3.4.3 Inspect all plywood sheathing from the attic or by other means to determine if any water damage has occurred or if any sheathing is in need of replacement, prior to coating. Remove and reinstall metal roofing as needed to access the sheathing that is to be replaced. The estimated quantity of sheathing replacement for the 12-Person Crewhouse is 448 SF, measured as an AQ (see 2.12.1 above for AQ description). Sheathing replacement shall be done IAW specifications Section 061000. If the metal roofing panels cannot be reinstalled, then provide a permanent patch as described in 3.4.5.

3.4.4 Replace ~16 LF of damaged drip edge with new, IAW project specifications Section 077100.

3.4.5 Remove and dispose of the abandoned chimney box and flues shown on the drawings. Install a new permanent patch in its place, matching the adjacent roof.

3.4.5.1 Patch materials must be of matching rib pattern and conform to the adjacent ribs.

3.4.5.2 Provide structural backing as required to permanently support the patch, foot traffic, and required snow loads.

3.4.5.3 Patch should overlap the adjacent metal panel by a minimum of 2” in all directions.

3.4.5.4 Liberally apply a continuous urethane sealant to the perimeter of the patch between the new metal and the adjacent roofing panels.

3.4.5.5 Secure the patch with pan-head sheet metal screws every 3-4”, located 1” from the outer edge of the patch.

3.4.5.6 Prepare the patch edging for the polyurethane coating as directed by the coating manufacturer.

3.4.5.7 The requirements outlined in 3.5.3 apply to any other roof patches required throughout the duration of this project.

3.4.6 Replace the corroded steel grating under the furnace flues, as well as the steel saddle cover strips over the joists. New grating shall be galvanized steel, matching the height, bearing bar thickness/spacing, and cross bar spacing of the adjacent grating. Approximate area to be replaced is a 3’ wide section that spans the 21.5’ porch. Steel saddles shall match existing dimensions (approximately 4” x 1.5” x 4”) and material properties, straddling the joists below the grating. Only four 8’ sections are needed – the rest shall remain in place.

3.4.7 Apply the following coating system, IAW specifications Section 75700:

3.4.7.1 Primer, as required by the coating manufacturer

3.4.7.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.4.7.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.4.7.4 Roofing granules, 0.5 lb/sf

3.4.7.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.4.8 Approximate roofing surface square footage is 4,300 sf.

3.4.9 Provide and install approximately 110 LF of new heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties.

STATEMENT OF WORK - 8

3.4.10 Provide and install approximately 220 LF of new seam-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

3.5 Base Item 5: North Residence

3.5.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.5.2 Replace all penetration flashing and boots shown on the drawings.

3.5.3 Inspect all plywood sheathing from the attic or by other means to determine if any water damage has occurred or if any sheathing is in need of replacement, prior to coating. Remove and reinstall metal roofing as needed to access the sheathing that is to be replaced. The estimated quantity of sheathing replacement for the North Residence is 192 SF, measured as an AQ (see 2.12.1 above for AQ description). Sheathing replacement shall be done IAW specifications Section 061000. If the metal roofing panels cannot be reinstalled, then provide a permanent patch as described in 3.4.5.

3.5.4 Repair/replace about 6 LF of wood fascia that has water damage. Paint new fascia to match the existing, utilizing high quality exterior acrylic paint.

3.5.5 Apply the following coating system, IAW specifications Section 75700:

3.5.5.1 Primer, as required by the coating manufacturer

3.5.5.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.5.5.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.5.5.4 Roofing granules, 0.5 lb/sf

3.5.5.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.5.6 Approximate roofing surface square footage is 1,980 sf.

3.5.7 Provide and install approximately 117 LF of new heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties, removing any existing gutter systems in place. Replace all drip edge on the eaves that will receive new gutters, IAW specifications Section 77100.

3.5.8 Remove existing and provide and install approximately 107 LF of new surface-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

3.6 Base Item 6: South Residence

3.6.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.6.2 Replace all penetration flashing and boots shown on the drawings.

3.6.3 Inspect all plywood sheathing from the attic or by other means to determine if any water damage has occurred or if any sheathing is in need of replacement, prior to coating. Remove and reinstall metal roofing as needed to access the sheathing that is to be replaced. The estimated quantity of sheathing replacement for the South Residence is 192 SF, measured as an AQ (see 2.12.1 above for AQ description). Sheathing replacement shall be done IAW specifications Section 061000. If the metal roofing panels cannot be reinstalled, then provide a permanent patch as described in 3.4.5.

3.6.4 Remove flaking paint on the fascia as shown on the drawings. Provide touch-ups to the area (<1 sf), fading/blending with the adjacent colors to the greatest extent possible.

3.6.5 Apply the following coating system, IAW specifications Section 75700:

STATEMENT OF WORK - 9

3.6.5.1 Primer, as required by the coating manufacturer

3.6.5.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.6.5.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.6.5.4 Roofing granules, 0.5 lb/sf

3.6.5.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.6.6 Approximate roofing surface square footage is 1,980 sf.

3.6.7 Provide and install approximately 117 LF of new heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties, removing any existing gutter systems in place. Replace all drip edge on the eaves that will receive new gutters, IAW specifications Section 77100.

3.6.8 Remove existing and provide and install approximately 107 LF of new surface-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

3.7 Option Item 1: 8-Person Crewhouse

3.7.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.7.2 Inspect all plywood sheathing from the attic or by other means to determine if any water damage has occurred or if any sheathing is in need of replacement, prior to coating. Remove and reinstall metal roofing as needed to access the sheathing that is to be replaced. The estimated quantity of sheathing replacement for the 8-Person Crewhouse is 256 SF, measured as an AQ (see 2.12.1 above for AQ description). Sheathing replacement shall be done IAW specifications Section 061000. If the metal roofing panels cannot be reinstalled, then provide a permanent patch as described in 3.4.5.

3.7.3 Replace all penetration flashing and boots shown on the drawings.

3.7.4 Apply the following coating system, IAW specifications Section 75700:

3.7.4.1 Primer, as required by the coating manufacturer

3.7.4.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.7.4.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.7.4.4 Roofing granules, 0.5 lb/sf

3.7.4.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.7.5 Approximate roofing surface square footage is 2,575 sf.

3.7.6 Provide and install approximately 43 LF of new heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties. Replace all drip edge on the eaves that will receive new gutters, IAW specifications Section 77100.

3.7.7 Provide and install approximately 128 LF of new surface-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

STATEMENT OF WORK - 10

3.8 Option Item 2: Boat Storage

3.8.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.8.2 Apply the following coating system, IAW specifications Section 75700:

3.8.2.1 Primer, as required by the coating manufacturer

3.8.2.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.8.2.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.8.2.4 Roofing granules, 0.5 lb/sf

3.8.2.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.8.3 Approximate roofing surface square footage is 1,685 sf.

3.8.4 Provide and install approximately 77 LF of heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties. Replace all drip edge on the eaves that will receive new gutters, IAW specifications Section 77100.

3.8.5 Remove existing and provide and install approximately 154 LF of new surface-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

3.9 Option Item 3: CWC Carport

3.9.1 Thoroughly inspect, clean, and prepare the existing roof, ensuring the metal panels are suitable for a warranted coating system. Inspection and preparation must be done in strict accordance with the coating manufacturer’s instructions, as well as the project specifications Section 75700.

3.9.2 Apply the following coating system, IAW specifications Section 75700:

3.9.2.1 Primer, as required by the coating manufacturer

3.9.2.2 Base: Fast set polyurea hybrid, 32 mils DFT (Gaco U8782, or approved equal)

3.9.2.3 Topcoat 1: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.9.2.4 Roofing granules, 0.5 lb/sf

3.9.2.5 Topcoat 2: Aliphatic polyurethane, 16 mils WFT / 11 mils DFT (Gaco UA60, or approved equal)

3.9.3 Approximate roofing surface square footage is 1,750 sf.

3.9.4 Provide and install approximately 52 LF of heavy-duty metal gutters, IAW specifications Section 77100 Roof Specialties, removing the existing gutter system.

3.9.5 Remove existing and provide and install approximately 104 LF of new surface-mounted, two-rail type snow guard systems (S-5! DualGard, or approved equal) where shown on the drawings, and as described in specifications Section 77253 Snow Guards.

4.0 Government Furnished

The Government will provide basic staging accommodations: vehicle parking and covered storage. Additionally, on-site utilities may be utilized as described in section 8.0.

STATEMENT OF WORK - 11

5.0 Deliverables / Schedule

5.1 Tasks and Associated Deliverables: Timely submission of deliverables is essential to successfully completing this requirement. Schedules for key deliverables are shown below in Table 1. Additional requirements are laid out in the specifications for each section, under Part 1. All deliverables shall be prepared and submitted according to format, content, and schedule described in the table, SOW, and project specifications Section 013300.

5.2 Reporting Requirements: The contractor is required to provide written progress reports weekly. The report can be submitted via email to the COR. The progress report shall cover all work completed during the specified period, status of material orders, and present the work to be accomplished during the subsequent period.

This report shall also identify any problems that arose and a statement explaining how the problem was resolved. This report shall also identify any problems that have arisen but have not been completely resolved and provide an explanation. This report is not a substitute for regular communication between the contractor and the COR.

5.3 Project Plan and Schedule: Within two weeks (14 calendar days) of contract award, the contractor must submit a final plan defining the responsibilities, timeline/schedule, risks, and milestones of the contract objectives described in Section 3.0 of this SOW. While deviations from this plan may be approved by the CO, it will serve as the basis for bidding and planning purposes. This submitted plan should not deviate heavily from the plan submitted with the Contractor’s proposal.

6.0 Travel

Travel to/from the job site will be required, the extent of which will depend on the location of contractor’s equipment and base of operations. All travel is the financial responsibility of the Contractor. The project area is located in Cordova and will require transportation of equipment on the ferry, if the Contractor is not local.

Item No. Deliverable Objective Due

1 Proposed Project Plan & Schedule

Defining the responsibilities, timeline, risks and milestones of contract objectives. Ref. item 5.3

NLT 14 calendar days after contract award

3 Weekly Status Report Report documenting tasks & issues weekly. Ref Para 5.2

Every Friday by 4:00 PM AKST until completion of contract

4 Inspection Plan Outlines plan and procedure to inspect the existing roofs and ensure there are no issues that preclude them from a warranted coating.

NLT 30 calendar days prior to work beginning on site

6 Coating Assembly Outline coating system and plan over metal roof.

Ref Specs Section 75700, Part 1 NLT 30 calendar days after award

7 Gutters Demonstrate material selection for gutter system. Ref Specs Section 77100, Part 1 NLT 30 calendar days after award

8 Snow Guards Demonstrate material selection and layout for snow guards. Ref Specs Section 77253, Part 1 NLT 30 calendar days after award

11 Project As-Builts Provide accurate record of the work on the project. Upon completion of on-site work

12 Warranty Certificates Provide warranty information for coating system, gutters, and snow guards. Ref Section 3.0, project specifications, and drawings

Upon completion of on-site work

Table 1

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7.0 Contractor’s Key Personnel

7.1 Project Manager: A minimum of 3 years’ experience managing construction projects of this magnitude and type (primarily roofing). Skills required are strong verbal and written communication skills, high level of organizational skills, and high technical knowledge of roofing systems. All past experience must be at a Satisfactory level, or higher.

7.2 Superintendent: A minimum of 5 years’ experience supervising project sites of this magnitude and type

(primarily roofing). Skills required include strong communication skills, highly organized, and high technical knowledge of roofing systems, with an emphasis on EPDM roofing. All past experience must be at a Satisfactory level, or higher.

8.0 Use of Premises

8.1 Before beginning work, the roofing contractor must secure approval from the CO for the following:

• Areas permitted for personnel parking.

• Access to the site.

• Areas permitted for storage of materials and debris.

• Areas permitted for the location of cranes, hoists and chutes for loading and unloading materials to and from the roof, if needed.

8.2 Temporary Utilities:

8.2.1 Water and power for construction purposes are available at the site and will be made available to the roofing contractor.

8.2.2 Provide all hoses, valves, and connections for water from a source designated by the owner when made available.

8.2.3 When available, electrical power should be extended as required from the source. Provide all trailers, connections and fused disconnects.

8.2.4 If at any time the CO determines the contractor’s utility consumption is excessive and/or is a burden to the Government, the CO may terminate the right for the contractor to use on-site utilities. If this occurs, the contractor must provide their own power and water sources at no additional cost to the Government.

8.3 Temporary, Sanitary Facilities

8.3.1 Sanitary facilities will be available at the Work Center site, with a single restroom in the Warehouse providing a toilet and urinal. No sanitary facilities are available on site at the Residences, but they are only a short drive to the Work Center. The roofing contractor may utilize the Warehouse restroom as needed, provided it does not become a burden or inconvenience to the Government. Should the Contractor choose to provide additional portable toilets or is required to by the CO due to burden/inconvenience then placement of the toilet must be coordinated with the CO or COR, and done so at no additional cost to the Government.

9.0 Order of Precedence – Requirements, Specifications & Drawings

Any discrepancies in the documents shall be brought to the attention of the CO and COR for interpretation and clarification. Below is a general order of precedence, in the absence of Government clarification:

a) Statement of Work

STATEMENT OF WORK - 13

b) Contract Drawings

a. Figured dimensions over scaled dimensions

b. Large scale drawings over small scale drawings

c. Schedules on drawings over notations on drawings

c) Project Specifications

10.0 Project Specifications

013300 Submittal Procedures 061000 Rough Carpentry 075700 Roof Coating Systems 077100 Roof Specialties 077253 Snow Guards 079200 Joint Sealants

Attachments

1. Project Drawings

2. Project Specifications

3. Proposal Evaluation Factors

4. Roof Photographs

END OF SOW