0 SOW NFFP76002302661.doc

SEQ CHAPTER \h \r 1STATEMENT OF WORK

MANCHESTER GUTTER CLEANING AND REPLACEMENT PROJECT

1.0 Organization. The Northwest Fisheries Science Center (NWFSC) is a marine research organization owned and operated by the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA), National Marine Fisheries Service (NMFS). The regional headquarters for NWFSC is located at 2725 Montlake Blvd E., Seattle, WA 98112. This Statement of Work requires the contractor to perform tasks at the Manchester Research Station 7305 E. Beach Drive, Port Orchard, WA 98366.

2.0 Manchester Research Station (MRS). The Manchester facility is located on 22 acres land at 7305 Beach Drive, Port Orchard, WA 98366. The campus has 21 major buildings structures (see Figure 2). Some of them were built in 1944 with the latest structure built in 2014. These buildings range from a simple 120 SF storage shed to a 9,300 SF 2-story stick built structure to a 15,000 SF fish tank butler style structure. The total square footage of all buildings is about 60,000 SF.

3.0 Purpose. The gutters on many buildings at the Manchester Campus are in disrepair, non-functional, clogged, dirty, or damaged. These gutters need to be cleaned or replaced.

4.0 Services Required. The contractor shall provide all required service, labor, parts, equipment, and materials to complete the work as described below. All work shall meet applicable federal, state, and local requirements. If none exists, all work shall meet industry standards.

4.1 TASK 3 – Manchester Gutter and Downspout Cleaning or Replacement. The contractor shall clean, replace, and or re-inforce the gutters as outlined below and summarized in Table 3-1. All measurements are approximates. The vendor shall field verify all measurements for accuracy.

4.1.1 Building B1-2-3. This building has 3 parts and oriented in the N-S direction as shown in Figure 4.1.1a. The left 2 story structure is B2. The mid-section B1 has 2 roofs at 2 different levels. The far right tower is B3.

4.1.1.1 B1 & B2 –West (front). Pressure wash to clean existing gutters and downspouts. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water. Replace existing downspouts to match. White is acceptable.

4.1.1.2 B1-Southeast corner. Replace 42 feet of gutters and install 2 new downspouts (24 LF). A fascia board may be required. Secure the gutter to the overhanging truss tails or onto the fascia board if installed. See Figure 4.1.1b.

4.1.1.3 B2 Central East Porch. Install new gutter (7') and one 10' downspout. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building. See Figure 4.1.1c.

4.1.1.4 B1-2-3 East. Pressure wash to clean all gutters downspouts on the east side of this building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.1.5 The total gutter and downspout linear lengths are about 370 and 220 feet respectively.

4.1.2 Building 4. This is a small 1-story single familiar residential structure. See Figures 4.1.2a and 4.1.2b.

4.1.2.1 Pressure wash to clean existing gutters and downspouts on both front and back sides of the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.2.2 Install new downspouts on all 4 corners (48 LF). Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.2.3 The total gutter and downspout linear lengths are about 64 and 48 feet respectively.

4.1.3 Building 5. This is a single story structure used as a woodshop and storage. See Figures 4.1.3a and 4.13b

4.1.3.1 Install new gutters directly on overhanging truss tails.

4.1.3.2 Install new downspouts on all 4 corners. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.3.3 The total gutter and downspout linear lengths are about 160 and 48 feet respectively.

4.1.4 Building 6. This is a simple single story building with gutters on both north and south sides of it. See Figures 4.1.4a and 4.1.4b.

4.1.4.1 Pressure wash to clean existing gutters and downspouts on both front and back sides of the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.4.2 Install new gutter (6') and downspout (10’) on vestibule. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.4.3 The total gutter and downspout linear lengths are about 153 and 62 feet respectively.

4.1.5 Building 9. This is a simple 1-story building with gutters on both front (east) and back (west) sides. See Figures 4.1.5a and 4.1.5b.

4.1.5.1 Pressure wash to clean the gutter and downspouts on the front (east) side of the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.5.2 Replace the gutter (48 LF) and downspouts (24 LF) on the back (west) side of the building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.5.3 The total gutter and downspout linear lengths are about 96 and 48 feet respectively.

4.1.6 Building 11. The structure is a tall uninsulated butler building oriented in the N-S direction with limited access space on the east side. See Figures 4.1.6a and 4.1.6b.

4.1.6.1 Pressure wash to clean the gutter and downspouts on the east side of the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.6.2 Replace the gutter (105 LF) and downspouts (72 LF) on the West side and to match surrounding trim color. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.6.3 The total gutter and downspout linear lengths are about 210 and 144 feet respectively.

4.1.7 Building 12. The structure is a 2-story building oriented in the N-S direction. See Figures 4.1.7a, 4.1.7b, 4.1.7c, 4.1.7d.

4.1.7.1 Replace all gutters and downspouts on the Center and South roofs of this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.7.2 The total gutter and downspout linear lengths are about 180 and 100 feet respectively.

4.1.8 Building 13. The structure is a 15,000 SF butler metal building with 16-ft wall height along the gutters and oriented in a N-S direction. See Figures 4.1.8a and 4.1.8b.

4.1.8.1 Pressure wash to clean all gutters and downspouts on this building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.8.2 The total gutter and downspout linear lengths are about 250 and 120 feet respectively.

4.1.9 Building 14. The structure is simple 1-story butler metal building oriented in the E-W direction. See Figures 4.1.9a and 4.1.9b.

4.1.9.1 Replace all gutters and downspouts to match surrounding trim color on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.9.2 The total gutter and downspout linear lengths are about 120 and 50 feet respectively.

4.1.10 Building 15A. This is a small simple 1-story building oriented in the N-W direction. See Figures 4.10a and 4.10b.

4.1.10.1 Pressure wash to clean all gutters and downspouts on the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.10.2 The total gutter and downspout linear lengths are about 36 and 20 feet respectively.

4.1.11 Building 15B. This is a small simple 1-story building oriented in the N-W direction. See Figures 4.11a and 4.11b.

4.1.11.1 Pressure wash to clean all gutters and downspouts on the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.11.2 The total gutter and downspout linear lengths are 28 and 20 feet respectively.

4.1.12 Building 16. This is a small simple storage shed. See Figures 4.1.12a and 4.1.12b.

4.1.12.1 Install new gutters and downspouts to match surrounding trim color on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.12.2 The total gutter and downspout linear lengths are about 21 and 20 feet respectively.

4.1.13 Building 17. This is a small single storage building. See Figures 4.1.13a and 4.1.13b.

4.1.13.1 Install new gutters and downspouts to match surrounding trim color on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building. The contractor may install the gutter directly on the metal siding but need to very proper backing on the interior side.

4.1.13.2 The total gutter and downspout linear lengths are about 50 and 40 feet respectively.

4.1.14 Building 18. This is a small single storage building. See Figures 4.1.14a and 4.1.14b.

4.1.14.1 Install new gutters and downspouts to match surrounding trim color on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.14.2 The total gutter and downspout linear lengths are about 88 and 40 feet respectively.

4.1.15 Building 19. This building is a small 1-story building oriented in the N-S direction. See Figures 4.1.15a and 4.1.15b.

4.1.15.1 Installed new gutters and downspouts to match surrounding trim color on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.15.2 The total gutter and downspout linear lengths are about 52 and 40 feet respectively.

4.1.16 Building 21. This building 1-story butler building with 10-ft high wall along the gutters. It is oriented in the E-W direction. See Figures 4.1.16a and 4.1.16b.

4.1.16.1 Replace 60 LF of gutters and 20 LF of downspouts on the south side of the building as shown in Figure 4.1.16a. Select color to match surrounding trim on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.16.2 Install 54 LF of gutters and 20 LF of downspouts on the lower roof as shown in Figure 4.1.16b. Select color to match surrounding trim on this building. Downspout shall be connected into existing drain line or terminated with splash block or diffuser. Direct water away from the building.

4.1.16.3 The total gutter and downspout linear lengths are about 114 and 40 feet respectively.

4.1.17 Building 22. This is a simple 1-story butler building oriented in the N-S direction. See Figures 4.1.17a and 4.1.17b.

4.1.17.1 Pressure wash to clean all gutters and downspouts on the building. Remove all leaves, sticks, soil, and other debris to ensure free flowing of rain water.

4.1.17.2 The total gutter and downspout linear lengths are about 264 and 168 feet respectively.

4.1.18 Building F1. This is a simple 1-story wooden structure located on a float and is oriented in the E-W direction. See Figures 4.1.18a and 4.1.18b.

4.1.18.1 Install new gutters directly on overhanging truss tails.

4.1.18.2 Install new downspouts on all 4 corners. Downspout discharges shall be directed through the float deck.

4.1.18.3 The total gutter and downspout linear lengths are about 104 and 40 feet respectively.

4.1.19 Shell Culture. This is a greenhouse structure with interior gutters without any downspouts. See Figure 4.19.

4.1.19.1 Install about 24 LF of downspouts to connect both roof drains as shown in Figure 4.19 to the 6” drain pipe below the sliding door. Size to fit the connections at the gutter drains and drain pipe.

4.1.20 Stream Channel Shed. This is an open covered structure. See Figure 4.1.20.

4.1.20.1 Modify the tin roof to facilitate a new gutter installation of about 20 LF. Connect the downspout to a solid pipe of sufficient length (about 30 feet) to direct downspout discharges away from the wooden fence.

4.1.20.2 NOAA will clear the soil leaning against the north side of wooden fence to allow discharge to go north.

4.1.20.3 The total gutter and downspout linear lengths are about 20 and 20 feet respectively

4.1.21 Table 1 provide a summary of requirements on gutters and downspouts.

Table 1 Gutter and Downspout Requirements

4.1.1b 4.1.1c

B1 SE Corner. Replace 42 LF of gutter and 2 new downspouts (24 LF).

B2 Central East Porch. Installed a new gutter (7 LF) and one 10-FT downspout.

B1-2-3 East. Pressure wash to clean existing gutters.

4.1.2b

Install new downspouts on all 4 corners (48 LF).

4.1.3b

4.1.4b

Install a new gutter (6’) and downspout (10’) on vestibule.

4.1.5b

Replace the gutter (48 LF) and downspouts (24 LF) on the back (west) side.

4.1.6b

Replace the gutter (105 LF) and downspouts (72 LF) on the West side

4.1.7b

4.1.7c

4.1.7d

4.1.8b

4.1.9b

4.1.10b

4.1.11b

4.1.12b

4.1.13b

4.1.14b

4.1.15b

4.1.16b

Install 54 LF of gutters and 20 LF of downspouts on the lower roof on the north side of the building.

4.1.17b

4.1.18b

Stream Channel

Shed

Connect the downspout to a solid pipe to direct downspout discharges away from the wooden fence.

4.1.22 Work Plan Requirements. The contractor shall submit a work plan to address but not limited to the following for approval before fieldwork.

4.1.22.1 Site Safety and Health plan;

4.1.22.2 Project schedule and coordination;

4.1.22.3 Key personnel;

4.1.22.4 Job walks, meetings, communication, site access, etc.;

4.1.22.5 Removal and disposal of existing gutters and downspouts;

4.1.22.6 Gutter and downspout shall meet the following minimum requirements:

4.1.22.6.1 Components must be made of corrosion resistant materials designed for marine coastal environment. Gutter and downspout shall be made of the same materials. The new gutter must be seamless with a minimum width of 6-inch installed with hidden hangers. K-Style gutter is acceptable. If aluminum is used, it must have a minimum thickness of 0.027 inch (27 thousandths of an inch) with an option for 0.032 inch thickness;

4.1.22.6.2 If steel is used, it shall be 24-gage minimum and treated for use in corrosive coastal environments;

4.1.22.6.3 Size gutter and downspout to fit;

4.1.22.6.4 Non-shrinkage sealant;

4.1.22.6.5 Leaf protection (e.g. gutter screen, downspout filter, or both); and

4.1.22.6.6 A 10-year minimum warranty on parts and 1-year warranty minimum on labor.

4.1.23 Fieldwork Requirements. The contractor shall provide all necessary labor, materials, tools, and equipment to replace gutters and downspouts on buildings as listed in this section and summarized in Table 1 at Manchester Research Station as per the approved work plan.

4.0 NOAA NWFSC Contact Information

4.1 Point of Contact (POC):

Thanh Minh Trinh, P.E.

National Marine Fisheries Service/NWFSC 2725 Montlake Blvd E., Seattle, WA 98112 Office: 206-860-6798. Cell: 206-310-5468 Email: thanh.m.trinh@noaa.gov

4.2 Task Monitor (TM) at Manchester Research Station :

James Hackett

Office: 360-871-8325. Cell: 360-731-4267.

Email: James.Hackett@noaa.gov

5.0 Places of Performance. Services are to be provided at the Manchester Research Station located at 7305 E. Beach Drive, Port Orchard, WA 98366.

6.0 Submittals. The contractor shall provide the following submittals for NWFSC review and approval before fieldwork can begin.

7.0 Intentionally left blank.

8.0 Period of Performance (POP).

9.0 General Requirements.

9.1 Safety Plans and Project Schedules:

9.1.1 OSHA Safety Plan. Provide electronic copies for review prior to work start. Incorporate all elements needed to maintain a safe working environment in the vicinity of the work area.

9.1.2 If required, coordinate fire safety measures with local fire code regulators for any welding operations.

9.1.3 Project Schedule. Provide estimated project schedule prior to work start. Update the project schedule and coordinate project efforts with NWFSC’s POC on a weekly basis.

9.2 Product Substitution Submittal Requests. Submit all product substitution requests to POC for substitution approval. Allow 7 days for review

9.3 Provide the following Warranties:

9.3.1 Labor and Craftsmanship: All work conducted by the contractor, including subcontractor work, shall be guaranteed against defect for a period of one (1) year after final acceptance of the work. If such defects are found within warranty period, the contractor agrees to repair and replace the defective work at no cost to the government.

9.3.2 Manufacturer’s warranties on parts and materials: The contractor shall provide the manufacturer’s standard warranty in addition to the one-year standard contract warranty on all equipment (if applicable).

10.0 Special Site Requirements

10.1 Site Disruption. The contract work must be carried out in a manner that minimizes disruption of the operation on campus and its research activities.

10.2 Work Hours. Regular working hours are from 8:00 a.m. to 4:30 p.m., Monday through Friday. If the Contractor desires to work outside the regular working hours, the Contractor shall notify the POC or TM at least 24 hours in advance to enable satisfactory arrangements to be made by the Government for inspecting the work in progress.

10.2.1 Site Debris Collection. Allow no debris to accumulate in Buildings or on Grounds.

10.2.2 Site Debris Removal. Haul debris away from Site as soon as daily work is completed. The Contractor shall legally dispose of all debris generated by work described in this scope of work at the Contractor’s expense.

10.2.3 Salvage. All existing materials which are to be removed and are not indicated or specified for reuse in the new work shall, unless otherwise specified, become the property of and be disposed of by the contractor away from Government property at the contractor’s expense.

10.2.4 During construction, all openings must be protected when not in use, such that the weather elements do not enter the building. Each opening must be secured at the end of each day.

10.2.5 The contractor might be required to provide a temporary chemical type sanitary convenience, at an approved location, for use by employees. The convenience premises shall receive daily attention and shall be maintained in a clean and sanitary condition.

END OF SOW

Figure 2 - Manchester Research Station Site Map

Figure 4.1.1a – B1-2-3 looking east

Figure 4.1.1b – B1 Southeast Corner

Figure 4.1.1c – B2 Central East Porch

Figure 4.1.2a – B4 Front Porch (East)

Figure 4.1.2b – B4 Rear View (West)

Figure 4.1.3a- B5 North Side

Figure 4.1.3a- B5 South Side

Figure 4.1.4a – B6 South Side

Figure 4.1.5a – B9 Front (East) View

Figure 4.1.4b – B6 North Side

Figure 4.1.5b – B9 Back (West) View

Figure 4.1.6a – B11 East Side

Figure 4.1.6b – B11 West Side

Figure 4.1.7a – B12 SE Offices

Figure 4.1.7b – B12 NE Offices

Figure 4.1.7c – B12 West View on South roof

Figure 4.1.7d Building 12 Looking East

Figure 4.1.8a – B13 East View

Figure 4.1.8b – B13 West View

Figure 4.1.9a – B14 North View

Figure 4.1.9b – B14 South View

Figure 4.1.11b – B15B Front View

Figure 4.1.11a – B15B Front View

Figure 4.1.10a – B15A West View

Figure 4.1.10b – B15A East View

Figure 4.1.12a – B16 Front View

Figure 4.1.12b – B16 Back View

Figure 4.1.13a – B17 Front View

Figure 4.1.13b – B17 Back View

Figure 4.1.14b – B18 West View

Figure 4.1.14a – B18 East View

Figure 4.1.15a – B19 West View

Figure 4.1.15b – B19 East View

Figure 4.1.16a – B21 South View

Figure 4.1.16b – B21 North View

Figure 4.1.17a – B22 East View

Figure 4.1.17b – B22 West View

Figure 4.1.18b – BF1 North View

Figure 4.1.18a – BF1 South View

Figure 4.1.19 – Shell Culture East View

Figure 4.1.20 – Stream Channel Shed North View