1_-_Draft_Appendix_A.pdf

FA8903-16-B-0025

Attachment 1

25 April 2016

Control Nr. 21.SB, Rev 0 Appendix A

APPENDIX A STATEMENT OF REQUIREMENTS (SOR)

1.0 LEGAL nOTICE

The Government will provide such data which could reasonably be secured and which is customarily provided. Extreme accuracy is not guaranteed, nor is perfection in these documents implied. The Contractor shall expect that there may be some omissions, discrepancies, and conflicts within the documents and with the actual field conditions encountered. The contract therefore requires significant supervision and engineering efforts by the Contractor in order to help resolve such issues when they arise

2.0 GENERAL REQUIREMENTS

It is solely the responsibility of the Contractor to verify the location, including the elevation, of all underground utilities, whether active or abandoned, that may be encountered in the course of performing the Contract. The Government will assist Contractor by making available all information it has available to it with respect to the location of underground utilities. Information provided to the contractor with respect to the location of utilities as depicted on drawings, including G-Tabs, is only schematic and may not accurately depict the location of utilities.

Additionally, upon request the Government may mark the location of underground utilities.

However marking of lines by the Government, does not constitute a warranty that all utilities have been properly marked and located. Nor does it relieve the Contractor from its responsibility for locating utilities.

3.0 Overview for Osan AB, South Korea.

The Contractor shall provide a complete and fully functioning system per applicable API 510, API 570, ASME/ANSI B31.3, ASME Section VIII Code, UFC 3-460-01, and UFC 3-460-03 and specifications per intent of associated documents. The Contractor shall furnish all services including, but not limited to, the following scope items: Field engineering, start-up and commissioning activities, labor, materials, supplies, construction equipment and tools, scaffolding, supervision, transportation, unloading, temporary storage facilities, and all incidentals required for completion of all work in a serviceable and fully operational manner.

The Contractor shall validate all repairs and requirements before repairs have been accomplished; provide all necessary equipment; and perform all associated system preparation, draining, purging, system/energy isolation and waste product disposal necessary to perform the tasks below.

The Contractor shall sample pipes for Lead-Based Paint (LBP), Hexavalent Chromium (Hex- Chrome), and Asbestos Containing Materials (ACM). The Contractor shall sample coatings to be repaired by randomly selecting which exterior pipe to sample. Pipe wrapping shall not be required to be tested. The Contractor shall report results as part of a separate Inspection Report.

The Government does not anticipate positive testing for LBP, ACM, Hex-chrome, or other toxic compounds on the fuel facilities. Positive tests for LBP, Hex-Chrome, or ACM will be resolved through the request for information (RFI) process. (Quantity: Three coating samples per facility; one ACM sample per facility.)

Constructability Review /Field Verification Site Survey. The Contractor shall perform thermal relief cascade analysis and fuel A/E design effort to evaluate and repair thermal relief installation wide. The analysis shall perform a cascading pressure relief assessment and determine revised Thermal Safety Valve (TSV) set points at existing TSV locations and set points of additional TSVs. The set points and locations of TSVs shall prevent valves from opening during normal operation, yet still prevent an over-pressure event when main valves are closed. The analysis shall also determine if existing Product Recovery Tanks (PRT)s are adequate. Conduct this study prior to installing any new thermal relief IAW API and UFC guidelines.

All new PRV’s and TSV’s shall be 1-inch, and shall also include all required appurtenances to include 1-inch welded branch connection, 1-inch ball valve with lockable handle, 1-inch blind flange, 1-inch flanged tee, 1-inch weld neck flange. TSV shall be mounted in the vertical position. TSV shall be installed IAW API and UFC guidelines.

All new piping shall be welded flanges.

3.1 SMYU 152009 Thermal Relief Repairs at Various Fuel Facilities at Osan Air Base

The Contractor shall

a. Perform thermal relief cascade analysis and fuel A/E design effort to evaluate and repair thermal relief installation wide. Based on thermal relief cascade analysis results, repair systems by installing new TSVs and/or replacing existing valves and components.

(1) Perform a cascading pressure relief assessment and determine revised TSV set points at existing TSV locations and the set points of additional TSVs. The set points and locations of TSVs shall prevent valves from opening during normal operation, yet still prevent an over-pressure event when main valves are closed.

(2) Determine if existing Product Recovery Tanks (PRTs) are adequate.

b. Ensure provided TSVs are ANSI Class 150 flanged. TSV loops shall contain test tees and isolation of all valves.

c. Ensure small bore piping is Schedule 80 flanged/welded.

d. Ensure piping components are constructed of carbon or stainless steel.

e. Provide fuel piping systems with thermal relief valves around isolation and check valves. (For bidding purpose Quantity: 5 EA)

f. Install new TSVs and a new product recovery tank. (For bidding purpose Quantity: 5 TSVs & 1 PRT)

g. Design TSVs to be installed in a vertical orientation versus a horizontal one and change all existing TSVs to a vertical configuration. (For bidding purpose Quantity: 5

EA)

h. Repair welding on new TSV components and fittings and replace thermal relief piping throughout the installation that currently consists of threaded components with welded components. (For bidding purpose Quantity: 5 EA)

i. Repair the TSVs that relieve to PRTs with high level valves that lack a thermal bypass. The PRTs should also have TSVs installed. All base PRTs should be included in this effort. (For bidding purpose Quantity: 5 EA)

j. Construct TSVs, component parts and piping with comparable materials that meet military and fire code standards. Replace all TSVs and components that are constructed of bronze, brass or other nonstandard materials. (For bidding purpose Quantity: 5 EA)

k. Construct the TSV in the Jet Propellant Thermally Stable (JPTS) fuel issue valve pit to the PRT, as it is currently piped to the valve pit sump. (For bidding purpose Quantity: 5 EA)

l. Provide a design repair effort that includes all tanks, vaults, and product recovery tanks at Osan. It shall include the railhead off load and adjoining facilities, the main base gas station, and all tanks, adjoining tanks and piping. It shall include the type hydrant system, truck refuel and offload area, and all associated pits and piping. It shall include any other valve pits not already mentioned. The following should be included in the Analysis.

m. Railhead (Facility 2101).

(1) Replace TSVs and piping. The exact quantity is to be determined by the thermal relief cascade analysis and design. Include an allowance to remove two TSVs and provide five TSVs. (For bidding purpose Quantity: 5 EA)

(2) Replace all threaded fitting and piping, as described above. Orient all TSVs in the upright/vertical position. Set pressure and TSV style (differential or balance type) as determined by the thermal relief analysis. (For bidding purpose Quantity: 5 EA)

n. JP-8 Bulk Storage (Tanks 3, 5, 6, 7; Fillstand Filter Bldg 330 and 332; Fillstands 3 through 6; and Fillstand PRT).

(1) Tank 3. Replace two TSVs and piping; one in the issue valve pit on the issue header and one in the receipt valve pit around the HLV and the isolation valve on the receipt line. (For bidding purpose Quantity: 2 EA)

(2) Tank 5. Replace two TSVs and piping in the issue valve pit; one on the issue header and one on the receipt line around the HLV and the isolation valve. (For bidding purpose Quantity: 2 EA)

(3) Tank 6. Replace two TSVs and piping in the issue valve pit; one on the issue header and one on the receipt line around the HLV and the isolation valve. (For bidding purpose Quantity: 2 EA)

(4) Tank 7. Replace two TSVs and piping in the issue valve pit; one on the issue header and one on the receipt line around the HLV and the isolation valve. (For bidding purpose Quantity: 2 EA)

(5) Truck Fillstand Filter Building 330, 332, Fillstands 3 – 6, and Fillstand PRT.

Replace TSVs and piping ; two at Filter Building 330, two at Filter Building 332, and two at each TFS position (12 total locations). Provide thermal relief bypass valves on the PRT HLVs. (For bidding purpose Quantity: 12 EA)

(6) Receipt Filter Building Manifold. Replace TSVs and piping. The exact quantity is to be determined by the thermal relief cascade analysis and design.

Include an allowance for five locations. (For bidding purpose Quantity: 5 EA)

(7) Receipt Filter Building Manifold. Provide TSVs and piping. The exact quantity is to be determined by the thermal relief cascade analysis and design.

Include an allowance for five locations. Install one TSV on the Cross-Base Transfer Line, one on the Rail Offload Transfer Line, and one on each supply line to the TFS Filter Buildings 330 and 332. All TSVs shall discharge to the existing PRT. (For bidding purpose Quantity: 10 EA)

(8) As part of the thermal relief cascade analysis, verify if a thermal relief bypass valve currently exists on the PRT HLV; if not, provide and install. Allow for one.

(9) Replace all threaded fittings and piping, as described above. Orient all TSVs in the upright/vertical position. Set pressure and TSV style (differential or balance type) as determined by the thermal relief cascade analysis. (For bidding purpose Quantity: 20 EA)

o. JPTS Bulk Storage (Truck Offload and Offload Pump House 331).

(1) Install 500 gal PRT. Includes 100 Linear Feet (LF) of Stainless Steel (SS) pipe (Schedule 40), 200 LF of 1-inch Galvanized Rigid Steel (GRS) electrical conduit, 200 LF of wiring to control panel, 3 Cubic Yards (CY) concrete pad (6 inches thick). Coordinate PRT location with installation personnel.

(2) Truck Offload and Offload Pumphouse 331. Replace TSVs and piping. The exact quantity to be determined by the thermal relief cascade analysis and design; include an allowance for two locations. Pipe TSVs to the existing PRT or provide and install a new PRT as part of this project. (For bidding purpose Quantity: 5 EA)

(3) Truck Offload and Offload Pumphouse 331. Provide TSVs and piping. The exact quantity to be determined by the thermal relief cascade analysis and design; include an allowance for three locations. Pipe TSVs to the existing PRT or provide and install a new PRT as part of this project. (For bidding purpose Quantity: 6 EA)

(4) Truck Fillstand Valve Pit. Replace TSVs and piping. The exact quantity to be determined by the thermal relief cascade analysis; include an allowance for two locations. Pipe TSVs to existing PRT or provide and install a new PRT as part of this project. (For bidding purpose Quantity: 6 EA)

(5) Valve Pit 2. Replace TSVs and piping. The exact quantity to be determined by the thermal relief cascade analysis; include an allowance for five locations. (For bidding purpose Quantity: 10 EA)

(6) Tank 1 and 2. Replace TSVs and piping. The exact quantity to be determined by the thermal relief cascade analysis; include an allowance for five locations.

(For bidding purpose Quantity: 10 EA)

(7) Tank 4. Replace TSVs and piping. Exact quantity to be determined by the thermal relief cascade analysis; include an allowance for five locations. (For bidding purpose Quantity: 10 EA)

(8) Replace all threaded fittings and piping, as described above. Orient all TSVs in the upright/vertical position. Set pressure and TSV style (differential or balance type) as determined by the thermal relief analysis. (For bidding purpose Quantity: 20 EA)

p. GOV Service Station (Facility 1306).

(1) Mogas Truck Offload and Truck Fillstand. Replace TSVs and piping. Exact quantity to be determined by the thermal relief cascade analysis and design;

however, include an allowance for replacement of TSVs and piping at two locations and provide two new TSVs and piping. (For bidding purpose Quantity: 5 EA)

(2) Diesel Truck Offload and Truck Fillstand. Replace TSVs and piping. Exact quantity to be determined by the thermal relief cascade analysis; however, include an allowance for two locations. (For bidding purpose Quantity: 5 EA)

(4) 4. Diesel Truck Offload and Truck Fillstand. Provide TSVs and piping. Exact quantity to be determined by the thermal relief cascade analysis; however, include an allowance for two locations. (For bidding purpose Quantity: 5 EA)

(5) Replace all threaded fitting and piping as described above. Orient all TSVs in the upright/vertical position. Set pressure and TSV style (differential or balance type) to be determined by the thermal relief analysis. (For bidding purpose Quantity: 10 EA)

q. Type IV/V Hydrant System (Facility 1744).

(1) Remove and re-pipe one TSV: One TSV in the Filter Building is oriented in the horizontal position. Provide piping and components to orient the existing TSVs in the upright/vertical position. (For bidding purpose Quantity: 1 EA)

(3) Replace all threaded fitting and piping as described above. Orient all TSVs in the upright/vertical position. Set pressure and TSV style (differential or balance type) to be determined by the thermal relief analysis. (For bidding purpose Quantity: 10 EA)

3.2 SMYU 152002 Cross-Base Transfer line.

a. Demolish three existing High Point Vent (HPV) and Low Point Drain (LPD) concrete valve pits along the cross-base transfer line. The Contractor shall replace them with prefabricated fiberglass valve pit assemblies having waterproof covers. (For bidding purpose each pit is 2-feet by 2-feet by 2-feet)

b. Replace existing 1-1/2 –inch HPV/LPD piping, valve, and provide camlock (piping, valves, components shall be coated carbon steel or stainless steel). The Contractor shall remove pipe quantities as follow: Replace 10 linear feet of 8-inch pipe; replace 10 linear feet of 6-inch pipe; replace 10 linear feet of 3-inch pipe and replace 20 linear feet 2-inch pipe. The base will drain the line. The Contractor shall dispose of 500 gallons of residual fuel.

(1) Ensure HPV/LPD piping and transfer line are properly coated and buried. The replacement pit shall only contain the HPV/LPD; recoat and bury the primary pipeline itself.

(2) Ensure all valve pit components that are constructed of bronze/brass or other nonstandard materials that do not meet military standards or fire codes shall be replaced with coated Carbon steel and/or stainless steel with dialectic gaskets

c. Repair the isolation valve pit along the Cross Base Transfer Line. The Contractor shall seal the vault walls, both inside and outside, and also the interior vault floor.

(Quantity: 900 SF).

(1) Clean and inspect the transfer pipeline for corrosion. (Quantity: 20 LF)

(2) Properly coat the piping and all components inside the valve pit with an epoxy coating system for aboveground piping. Coating shall be in accordance with UFGS 09 97 13.27. (Quantity: 50 Square Feet (SF))

d. Replace the existing modular seal with a fuel resistant modular seal between the transfer pipeline and the sleeves with stainless steel hardware. (Quantity: 2)

e. Visually inspect the piping at the wall penetrations for corrosion when the modular seals are removed. If pipes are heavily corroded further testing may be required.

(Quantity: 2 Locations)

f. Install new Buna-N boots between the pipeline and the sleeves inside of the valve pits. (Quantity: 2)

g. Replace valve pit covers that allow water infiltration with new pit covers that are waterproof. (Quantity: 2)

3.3 SMYU 152003 Receipt Pipeline Piping.

a. Replace the existing concrete saddle type support at the Trans Korea Pipeline (TKP) receipt pipe interface. The Contractor shall provide a new pipe support with coated U -bolt type (or other authorized type) having low friction interfaces that meet military criteria. (Quantity: 1)

b. Provide an API inspection of the section of pipe paying special attention to the area currently resting on the concrete. The Contractor shall perform this before the new support is installed. (Quantity: 1)

c. A nonmetallic and nonconductive material shall be used as a spacer between the pipe and the support. (Quantity: 1)

3.4 SMYU 152004 Pump House Piping for Tanks 3 and 5-7 at Osan Air Base.

a. Clean, inspect for corrosion, and reseal the eight concrete/air interfaces at the Receipt Filtration/Manifold Building. (Quantity: 8)

b. Replace five pipe supports that do not permit inspections and coating repairs at the Receipt Filtration/Manifold Building. Replace the pipe support with coated U-bolt type (or other authorized type) supports with low friction interfaces that meet military criteria. The Contractor shall inspect (with NACE certified personnel) the piping under the supports and provide coating as needed before the new supports are installed. (Quantity: 5)

c. Receipt Filtration/Manifold Building. Replace small bore bronze/brass valves on aboveground piping with coated carbon steel or stainless steel valves which meet military standards and fire codes. Anticipate an allowance of 20 valves size ½ inch to 2 inches. (Quantity: 20 EA)

d. Tank 3.

(1) Clean, inspect for corrosion, and recoat the piping in the issue pump vault, receipt vault, and the waste tank vault. The exterior coating repairs shall be a three-coat system IAW with UFGS 09 97 13.27, Exterior Coating of Steel Structures. (Quantity: Recoating not to exceed 20 LF of 8-inch pipe; 20 LF of 6-inch pipe, 40 LF of various size small bore piping).

(2) Replace small-bore bronze/brass valves on the aboveground piping with coated carbon steel or stainless steel valves that meet military standards and fire codes.

Anticipate an allowance of five valves size ½-inch to 2-inches. (Quantity: 5)

e. Tank 5.

(1) Clean, inspect for corrosion, and recoat the piping in the issue pump vault, receipt vault, and the waste tank vault. The exterior coating repairs shall be a three-coat system IAW with UFGS 09 97 13.27, Exterior Coating of Steel Structures. (Quantity: Recoating not to exceed 40 LF of 6-inch pipe, 40 LF of various size small bore piping).

(2) Replace small-bore bronze/brass valves on the aboveground piping with coated carbon steel or stainless steel valves that meet military standards and fire codes.

Anticipate an allowance of five valves size ½-inch to 2-inches. (Quantity: 5)

f. Replace flexible piping on PST line in the issue pump vault with coated carbon steel or stainless steel piping that meets military standards. The Contractor shall replace 10 feet of one-inch pipe and fittings such as couplings and elbows. (Quantity: 1)

g. Tank 6.

(1) Clean, inspect for corrosion, and recoat the piping in the issue pump vault, receipt vault, and the waste tank vault. The exterior coating repairs shall be a three-coat system IAW with UFGS 09 97 13.27, Exterior Coating of Steel Structures. (Quantity: Recoating not to exceed 30 LF of 8-inch pipe; 30LF of 6-inch pipe, and 40 LF of various size small bore piping).

(2) Replace small-bore bronze/brass valves on the aboveground piping with coated carbon steel or stainless steel valves that meet military standards and fire codes.

Anticipate an allowance of five valves size ½-inch to 2-inches. (Quantity: 5)

h. Tank 7.

(1) Remove and dispose of a five foot section of PVC sleeve from the 2-inch piping from Bulk Storage Tank 7 to the water collection tank where it is exposed in a ditch. Clean the 2-inch line, inspect for corrosion and recoat the piping with an exterior coating repair that shall be a three-coat system IAW with UFGS 09 97 13.27, Exterior Coating of Steel Structures. The Contractor shall not reinstall the PVC sleeve.

(2) Clean, inspect for corrosion, and recoat the piping in the issue pump vault, receipt vault, and the waste tank vault. The exterior coating repairs shall be a three-coat system IAW with UFGS 09 97 13.27, Exterior Coating of Steel Structures. (Quantity: Recoating not to exceed 40 LF of 6-inch pipe and 50 LF of various size small bore piping).

(3) Replace small-bore bronze/brass valves on the aboveground piping with coated carbon steel or stainless steel valves that meet military standards and fire codes.

Anticipate an allowance of five valves size ½-inch to 2-inches. (Quantity: 5)

3.5 SMYU 152005 Bulk Storage Supporting Facilities

a. Buildings 330 and 332.

(1) Clean, inspect for corrosion, recoat, and reseal the carbon steel receipt piping at the wall penetration. The Contractor will recoat 10 LF of 8-inch piping for each building. (Quantity: 20 LF)

(2) Replace small bore brass/bronze valves on the aboveground piping with coated carbon steel or stainless steel valves that meet military standards and fire codes.

The Contractor shall replace 10 valves size ½ inch to 2 inches for each building.

(Quantity: 20)

b. JPTS System. Replace small bore brass/bronze valves on aboveground piping with coated carbon steel or stainless steel valves that meet military standards and fire codes. The Contractor shall replace 25 valves size ½ inch to 2 inches. (Quantity: 25)

c. JPTS Truck Offload Piping. Replace the jack stand pipe support. Replace all pipe supports on this issue line with a coated U -bolt (or other authorized type) having low friction interfaces which meet military criteria. (Quantity: 5)

3.6 SMYU 152006 Railcar/Truck Offload Supporting Facilities

a. Provide 35% design/build package to relocate an emergency generator into B2l02.

The building was used to house the generator but the generator was relocated outside.

b. Reconfigure the existing electrical panels and switch gear for use in the facility again.

c. Provide all equipment and materials to run the generator from this facility again.

d. Install automatic louvers in the existing facility vents to keep the elements out.

e. Rewire the auto transfer switch to the new location.

f. Determine all requirements for the shroud connections and exhaust connections.

g. Provide 35% design/build package to make repairs to corroded rail header and provide water drainage in rail trough. Currently, the water does not drain at the open ends of the concrete encased tracks. Because this is an extended area, water tends to sit in certain areas and freeze.

h. Locate those low points and design and install drainage to eliminate standing water in the troughs.

3.7 SMYU 152008 Hydrant Truck Fillstands

a. The Contractor shall repair deficiencies by replacing four hydrant fillstands, Facilities 1719 and 1735. The Contractor shall provide a 35% design for a new up-to-date system.

b. Design the project IAW with UFC 3-460-01 and include replacement of all existing components with the exception of stainless steel pantographs.

c. Replace the existing flow switch, control valve, 600 Gallons Per Minute (GPM) meters, strainer, Double Block and Bleed (DBB) plug valve, Scully System, and all PRV and TSV, and piping. The Contractor shall remove and properly dispose of all components replaced.

d. Provide DoD standard design pipe supports IAW UFC 3-460-01, Facility Plate 20 and 21 and demolish the Hammonds injector.