7N26QA155 LOP FP Conformed Amendment 1.pdf

WOMEN-OWNED SMALL

BUSINESS (WOSB)

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL PRODUCTS AND COMMERCIAL SERVICES

1. REQUISITION NUMBER PAGE 1 OF

2. CONTRACT NUMBER 3. AWARD/EFFECTIVE

DATE

4. ORDER NUMBER 5. SOLICITATION NUMBER 6. SOLICITATION ISSUE

DATE

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME b. TELEPHONE NUMBER (No collect 8. OFFER DUE DATE/

LOCAL TIME

9. ISSUED BY

13b. RATING

14. METHOD OF SOLICITATION

CODE

15. DELIVER TO 16. ADMINISTERED BY CODE

18a. PAYMENT WILL BE MADE BY CODE17a. CONTRACTOR/

OFFEROR

CODE

FACILITY

CODE

CODE

TELEPHONE NUMBER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN

OFFER

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK

BELOW IS CHECKED

REQUEST

FOR QUOTE

(RFQ)

INVITATION

FOR BID

(IFB)

REQUEST

FOR

PROPOSAL

(RFP)

SEE ADDENDUM

19.

ITEM NUMBER

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

(Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA 26. TOTAL AWARD AMOUNT (For Government Use Only)

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH

AND DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND

ON ANY ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS

SPECIFIED

29. AWARD OF CONTRACT: REFERENCE OFFER

DATED . . YOUR OFFER ON SOLICITATION

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

30a. SIGNATURE OF OFFEROR/CONTRACTOR

30b. NAME AND TITLE OF SIGNER (Type or print) 30c. DATE SIGNED

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

31b. NAME OF CONTRACTING OFFICER (Type or print) 31c. DATE SIGNED

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 11/2021)

Prescribed by GSA - FAR (48 CFR) 53.212

10. THIS ACQUISITION IS UNRESTRICTED OR

NORTH AMERICAN

INDUSTRY CLASSIFICATION

STANDARD (NAICS):

SIZE STANDARD:

13a. THIS CONTRACT IS A

RATED ORDER UNDER

THE DEFENSE PRIORITIES

AND ALLOCATIONS

SYSTEM - DPAS (15 CFR 700)

SET ASIDE: % FOR:

11. DELIVERY FOR FREE ON

BOARD (FOB) DESTINATION

UNLESS BLOCK IS MARKED

SEE SCHEDULE

12. DISCOUNT TERMS

ARE ARE NOT ATTACHED

ARE ARE NOT ATTACHED

27a. SOLICITATION INCORPORATES BY REFERENCE (FEDERAL ACQUISITION REGULATION) FAR 52.212-1, 52.212-4. FAR 52.212-3

AND 52.212-5 ARE ATTACHED. ADDENDA

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

8(A)

ECONOMICALLY

DISADVANTAGED

WOMEN-OWNED SMALL

BUSINESS (EDWOSB)

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

(SDVOSB)

HUBZONE SMALL

BUSINESS

SMALL BUSINESS

NOTE: OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30.

calls)

I

I

I

I

Section A - Solicitation/Contract Form

LOP Fire Protection and Unwatering Pump SystemInstrument Name:

Product Service Code : 4320

W9127N26QA1550001

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quanti ty

Unit Unit Price Amount

0001 Vertical Pump/Motor Assembly - 650 GPM at 200 feet Head (Water) (50HP nominal). See Statement of Work (SOW) for all CLINs.

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0002 Furnish New 0.25 HP, 90 psi water pressure maintenance system (Jockey Pump System)

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0003 New Fire Pump Controller Panel

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

1 Each

Pricing Arrangement: Firm Fixed Price

0004 New Manual Transfer Switch

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0005 New Overload Protection (for an existing 125A breaker)

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0006 10 inch Dia sch 40 carbon steel pipe

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

40 Linear Foot

0007 3 Each

10 inch Dia Slip Joint/Dresser Coupling

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

0008 10 inch Dia sch 40 carbon steel slip-on, raised face flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

12 Each

0009 10 inch Dia sch 40 carbon steel 90 elbow - short radius flanged end

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

4 Each

0010 10 inch Dia sch 40 carbon steel 45 elbow - short radius flanged end

Product Service Code: 4320

4 Each

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

0011 10 inch Dia sch 40 carbon steel tee flanged end

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0012 10 inch Dia sch 40 carbon steel gate valve, flanged end

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0013 10 inch Dia sch 40 carbon steel three-way-valve

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

1 Each

0014 10 inch Dia pressure relief valve - 100 psi service point

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0015 Flange Gaskets Raised Face - for 10 inch flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

35 Each

0016 Flange Bolts - for 10 inch flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

240 Each

0017 Flange Nuts - for 10 inch flanges 240 Each

Product Service Code: 4320

Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

0018 Flange Washers - for 10 inch flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

480 Each

0019 6 inch 150 psi capable pressure regulating valve

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

0020 6 inch Dia sch 40 carbon steel gate valve flanged end

Product Service Code: 4320

4 Each

333914

Pricing Arrangement: Firm Fixed Price

0021 6 inch Dia sch 40 carbon steel pipe

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

20 Linear Foot

0022 6 inch Dia sch 40 carbon steel 90 elbow - short radius flanged end

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

2 Each

0023 6 inch Dia sch 40 carbon steel tee flanged end

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

2 Each

0024 6 inch Dia sch 40 carbon steel slip-on, raised face flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

4 Each

0025 Flange Bolts - for 6 inch flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

40 Each

0026 Flange Nuts - for 6 inch flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

40 Each

0027 Flange Washers - for 6 inch flanges

Product Service Code: 4320

80 Each

333914

Pricing Arrangement: Firm Fixed Price

0028 Flange Gaskets Raised Face - for 6 inch flanges

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

12 Each

0029 Waterflow Alarm Switch

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

2 Each

0030 Cold Cutting Split Frame Clamshell 4-8" with 110V Electric Motor

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

1 Each

0031 Cold Cutting Split Frame Clamshell 6-12" with 110V Electric Motor

Product Service Code: 4320

North American Industry Classification System (NAICS):

333914

Pricing Arrangement: Firm Fixed Price

1 Each

Section C - Description/Specifications/Statement of Work

STATEMENT OF WORK

LOOKOUT POINT POWERHOUSE FIRE PROTECTION AND UNWATERING PUMP SYSTEM

PROCUREMENT, LANE COUNTY, OREGON

1. PROJECT BACKGROUND:

A deep drawdown of the Lookout Point reservoir will dewater the penstock, cutting off the facility's service water. This will disable critical systems, including fire protection. These systems are essential for maintaining primary power to the facility and for ensuring fire safety.

2. MEASUREMENT AND PAYMENT:

All equipment must be new, including FOB destination delivery, and meet or exceed all of the following requirements.

0001. Vertical Pump/Motor Assembly - 650 GPM at 200 feet Head (Water) (50HP nominal):

Provide new Vertical Pump type Centrifugal or Mixed Flow with the following characteristics.

a. Target Service Point:

i. 650 GPM

ii. 200 ft Nominal Head (Assumed Total Dynamic Head for Curve)

iii. Service point to left of Best Efficiency Point (Require a flatter trajectory to left of service point as well)

iv. Sump Characteristics for Service Point (Elevations expressed in NGVD 29 datum)

1. Motor Mount EL: 715 feet

2. Fire Operation Water Surface EL: 690-695 feet

3. Unwatering Operation Surface EL: Pump on at 675 off at 663

4. Sump Floor EL: 662 feet

b. Pump Features

i. Dead-Head Capable / Mechanical Seal

ii. Product (Water) Lubricated (Open or enclosed shaft allowed)

iii. Shaft Enclosing tube supports using flange sandwiched spiders

iv. Suction Strainer with 0.5" openings

v. Flanged Column, in 10 foot sections

vi. Above Floor, Short Radius Elbow Discharge

vii. Vacuum Breaker / Air Release Valve Mounted on Discharge Head

viii. Supplementary Lubrication Water Connection on Motor Mount, Discharge Head.

c. Provide pump components as indicated for a complete assembly.

d. Vertical lineshaft manufactured for lubrication of the line-shaft bearings by the water being pumped.

e. Pumping unit shall meet AWWA E103.

f. Provide pump materials in accordance with HI 9.1-9.5 for corrosion, erosion, and abrasion resistance.

g. Supply all necessary couplings, bearing brackets and supports needed to fully install the pump and motor.

h. Motor Requirements:

i. Must be squirrel cage

ii. Must be hollow shaft.

iii. Must have vertical orientation.

iv. Must have integrated thrust bearing.

v. Must operate on 460 VAC.

vi. Must operate satisfactorily at 5 percent overvoltage and 25 percent undervoltage for closing and opening.

vii. Must be open drip-proof (ODP).

viii. Must be capable for use with vertical pump described in CLIN 0001.

ix. Power factor must be above 0.8 at full load.

x. Service factor must be 1.00 or less.

xi. Efficiency must be above 92%.

i. Supply all drawings, including exploded views and dimensions, necessary to completely disassemble and reassemble the provided assembly.

j. Supply the operations and maintenance manuals that a minimum:

i. Describes the Operation of the pump and motor

ii. Lists the required maintenance of the pump and motor

iii. Contains a parts list

iv. Describes the repair/troubleshooting instructions for common problems

v. Contains safety warnings and instructions

vi. Documentation of Manufacturer's Standard Factory Test

k. Supply the pump performance curves

l. Supply the motor performance curves

m. Demonstrate that the proposed pump complies with the specified performance. Provide Factory pump test report consisting of the generated curves with test points, date of test, and test operator listed. The pump must be capable of operation without instability over the entire range of heads specified. Tolerances must be in accordance with HI requirements. Instability is defined, for this specification, as when one or more of the following conditions occur:

i. a. the pump has two or more flow rates at the same total head;

ii. b. The Head-capacity curve has a dip (region on curve where change in flow rate produces an abnormally low head);

iii. c. When any point in the usable range of head-capacity curve cannot be repeated within 3 percent.

iv. Includes Government Witnessed testing.

n. Rerun the test if this occurs. Test procedures, except as specified, must be in accordance with applicable provisions of HI ANSI/HI 14.6. The acceptance grade is 2B as described in HI ANSI/HI 14.6. Pumps are acceptable if they achieve the guarantee point requirements stated in this Statement of Work. Use water at approximately the same temperature for all tests run and record the temperature during test runs. Take vibration measurements in accordance with HI 9.6.4. If any vibration limits exceed those recommended by HI Figure 9.6.4.2.5.ab or if any deficiencies are revealed during any tests, correct such deficiencies and re-conduct the tests.

o. Manufacturers Standard Coating

0002. Furnish New 0.25 HP, 90 psi water pressure maintenance system (Jockey Pump System):

Provide new, water pressure maintenance system for the support of a 90 psi nominal piping system.

a. System must have an integrated control system with adjustable setpoint between 50 psi and 100 psi, for the control of a packaged water pump/motor assembly, and accumulator or bladder style gas buffer system.

b. Motors must be of the ball bearing type suitable for operation on 120 VAC and must operate the switch satisfactorily at 5 percent overvoltage and 25 percent undervoltage for closing and opening.

c. Protect the motor with overloads, sized as required by the motor, and have a molded case circuit breaker with magnetic trip unit for use as a disconnect means within the enclosure.

d. Supply all drawings, including exploded views and dimensions, necessary to completely disassemble and reassemble the provided assembly

e. Supply the operations and maintenance manuals that a minimum:

i. Describes the Operation of the pump and motor

ii. Lists the required maintenance of the pump and motor

iii. Contains a parts list

iv. Describes the repair/troubleshooting instructions for common problems

v. Contains safety warnings and instructions

0003. New Fire Pump Controller Panel:

a. Controller must be across the line starting type, rated 600 VAC, 3-phase, 3-wire, at 60-Hz.

b. Controller must be designed for a 50 HP motor at 480 VAC.

c. Controller must have a short circuit rating of 100,000 amps rms.

symmetrical at 480 VAC.

d. Controller must be the automatic type and UL listed and certified for fire pump service.

e. Controller must be completely wired, ready for field connections, and mounted in a free standing NEMA Type 12 or better enclosure arranged so that controller current carrying parts will not be less than 12 inches above the floor.

f. Fire pump controller must comply with NFPA 20, UL 218, and NFPA 70 /NEC standards to ensure reliable operation.

g. Fire pump controller must include automatic starting, manual electric shutdown, and have an overcurrent protective device designed to indefinitely carry locked-rotor current of a 50HP 480VAC fire pump without tripping.

h. Controller must monitor pump running, loss of a phase or line power, phase reversal and pump room temperature.

i. Controller must be equipped with terminals for remote monitoring of pump running, pump power supply trouble (loss of power or phase reversal), and pump room trouble (pump room temperature), and for remote start.

j. Controller must require the pump to run for ten minutes prior to automatic shutdown.

k. Provide a manual push button to shut down the pumps.

l. The controller must be equipped with an externally operable isolating switch which manually operates the motor circuit.

m. Means must be provided in the controller for measuring current for motor circuit conductors.

0004. New Manual Transfer Switch:

Contractor must furnish quantity one Manual Transfer Switch (for Dual-Purpose Pump Operation) A heavy-duty manual double-throw, transfer switch (MTS) is required to safely switch the pump's electrical connections and control signals between two distinct operational modes: "Fire Pump Mode" and "Unwatering Pump Mode." This switch acts as a selector, ensuring that the pump can only operate in one mode at a time and is completely isolated from the other mode's control system.

The Transfer Switch must be:

a. 3-Pole (for 3-Phase motor)

b. Manual

c. Double-Throw

d. Safety Switch

e. Break-Before-Make with a Center-OFF position

f. 600 VAC

g. Sized to handle the full load and locked-rotor current of the 50HP motor

h. Enclosure must be NEMA 3R rated and UL 1008 listed.

0005. New Overload Protection (for an existing 125A breaker):

a. Furnish one, three-phase NEMA Class 10 thermal overload relays with external manual reset rated for a 50HP, 3-phase motor protection.

b. The overload relay must be compatible with existing 125A, 600 VAC Westinghouse type AB DE-ION breaker and work with the existing NEMA size 3 starter.

c. Must be able to be installed in existing panel manufactured by "Continental".

d. The existing overload is an Allen-Bradley, type N43 with size 3 starter.

0006. 10 inch Dia sch 40 carbon steel pipe

a. Provide carbon steel pipe meeting the requirements of ASTM A53/A53M

b. Must be Grade A

c. Provide 10 foot standard sections.

0007. 10 inch Dia Slip Joint/Dresser Coupling

a. Provide carbon steel 10 inch diameter long bolted slip joints/dresser couplings that comply with AWWA 219.

b. Rated for Schedule 40 piping or 150 psi.

c. Rated Flow 650 GPM.

0008. 10 inch Dia sch 40 carbon steel flangesslip-on, raised face

a. Flanges must be:

i. Forged steel

ii. Slip-on

iii. ASTM A105/A105M rated faced and drilled to ASME B16.5 class 150 with a

0.0625 inch raised face

0009. 10 inch Dia sch 40 carbon steel 90 elbow - short radius flanged end

a. Fittings must be carbon steel flanged type.

b. Ensure the internal diameter bores of flanges and flanged fittings are the same as that of the associated pipe.

c. Drill cast steel backing flanges, ASTM A216/A216M in conformance with ASME B16.5 Class 150 with a 0.0625 inch raised face.

d. Where cast fittings are not available, provide segmental welded steel fittings, ASTM A53/A53M, Grade B, meeting the requirements of manufacturer's recommended wall thicknesses.

e. The flanges must be slip-on type.

f. Flanges for flanged fittings must be forged steel, ASTM A105/A105M, faced and drilled to ASME B16.5 Class 150 with a 0.0625 inch raised face.

0010. 10 inch Dia sch 40 carbon steel 45 elbow - short radius flanged end

a. Fittings must be carbon steel flanged type.

b. Ensure the internal diameter bores of flanges and flanged fittings are the same as that of the associated pipe.

c. Drill cast steel backing flanges, ASTM A216/A216M in conformance with ASME B16.5 Class 150 with a 0.0625 inch raised face.

d. Where cast fittings are not available, provide segmental welded steel fittings, ASTM A53/A53M, Grade B, meeting the requirements of manufacturer's recommended wall thicknesses.

e. The flanges must be slip-on type.

f. Flanges for flanged fittings must be forged steel, ASTM A105/A105M, faced and drilled to ASME B16.5 Class 150 with a 0.0625 inch raised face.

0011. 10 inch Dia sch 40 carbon steel tee flanged end

a. Fittings must be carbon steel flanged type.

b. Ensure the internal diameter bores of flanges and flanged fittings are the same as that of the associated pipe.

c. Drill cast steel backing flanges, ASTM A216/A216M in conformance with ASME B16.5 Class 150 with a 0.0625 inch raised face.

d. Where cast fittings are not available, provide segmental welded steel fittings, ASTM A53/A53M, Grade B, meeting the requirements of manufacturer's recommended wall thicknesses.

e. The flanges must be slip-on type. Flanges for flanged fittings must be forged steel, ASTM A105/A105M, faced and drilled to ASME B16.5 Class 150 with a 0.0625 inch raised face.

0012. 10 inch Dia sch 40 carbon steel gate valve, flanged end

a. Provide gate valves, with cast-iron bodies with bronze trim.

b. Provide valves meeting the requirements of AWWA C500 and have Class 150 flanged end connections.

c. Provide an OS&Y Bolted type bonnet.

d. Discs must be wedge type of bronze or bronze faced iron construction.

e. Use valves rated for 200 psig service.

f. Equip valves with handwheel operators.

0013. 10 inch Dia sch 40 carbon steel three-way-valve

a. Provide three-way-valve valves meeting the requirements of AWWA C517 and have Class 150 flanged connections.

b. Use valves rated for 200 psig service.

c. Equip valves with handwheel operators.

d. T Configuration-three-way port arrangement

0014. 10 inch Dia pressure relief valve - 100 psi service point

a. Provide pressure relief devices conforming to the requirements of ASME B31.3 and AWWA C530.

b. Pressure relief valves must be hydraulically operated, diaphragm actuated, pilot controlled globe or angle valves with externally mounted strainers and test cocks.

c. Provide bodies consisting of cast iron or forged steel and trim consisting of bronze.

d. Stem must be stainless steel.

e. Ensure end connections are flanged, faced and drilled to ASME B16.5 Class 150.

W9127N26QA1550001

I

f. The valves must open when the upstream pressure reaches a maximum set point.

g. Valves must be adjustable to discharge 650 gpm of water between 50 psi and 100 psi. (Additional Range allowable, but the system needs to mitigate at approximately 200' head to protect downstream equipment).

h. Valve nominal size allowed to be 10 inch or 12 inch diameter.

i. Installation Orientation - Horizontal Service

0015. Flange Gaskets Raised Face - for 10 inch flanges

a. Provide gaskets meeting the requirements of ASME B16.5.

b. Provide nonmetallic gaskets conforming to ASME B16.21 that are:

i. Maximum 0.125 inch thick

ii. Chloroprene rubber

iii. Durometer hardness No.80

iv. 1,500 psi minimum tensile strength

v. 125 percent minimum elongation

vi. Flat ring type for use with raised face flanges.

0016. Flange Bolts - for 10 inch flanges

a. Provide alloy-steel, ASTM A193/A193M, Grade B7, hex head bolts for the10 inch flanges specified in this SOW.

0017. Flange Nuts - for 10 inch flanges

a. Provide ASTM A194/A194M Grade 7 hex head nuts for bolts provided in

CLIN 0016.

0018. Flange Washers - for 10 inch flanges

a. Provide washers for the bolts provided in CLIN 0016 made of the same material as the bolts.

0019. 6 inch 150 psi capable pressure regulating valve

a. Provide pressure regulating devices conforming to the requirements of ASME B31.3 and AWWA C530.

b. Pressure relief valves must be

i. Hydraulically operated

ii. Diaphragm actuated

iii. Pilot controlled globe or angle valves

iv. With externally mounted strainers and test cocks

c. Provide bodies consisting of cast iron or forged steel and trim consisting of bronze. Stem must be stainless steel.

d. Ensure end connections are flanged, faced and drilled to ASME B16.5 Class 150.

e. The valves must proportionally close when the downstream pressure reaches a maximum set point.

f. Valves must be adjustable to discharge 300 gpm of water between 50 psi and 100 psi. (Additional Range allowable, but the system needs to mitigate at approximately 200' head to protect downstream equipment).

g. Valve nominal size allowed to be 6 inch or 8 inch diameter.

h. Required downstream pressure setpoint: 200' head/86.6psi

Installation Orientation - Horizontal Service

0020. 6 inch Dia sch 40 carbon steel gate valve flanged end

a. Provide gate valves, with cast-iron bodies with bronze trim.

b. Provide valves meeting the requirements of AWWA C500 and have Class 150 flanged end connections.

c. Provide an OS&Y Bolted type bonnet.

d. Discs must be wedge type of bronze or bronze faced iron construction

e. Use valves rated for 200 psig service.

f. Equip valves with handwheel operators.

0021. 6 inch Dia sch 40 carbon steel pipe

a. Provide carbon steel pipe meeting the requirements of ASTM A53/A53M, Grade A in 10 foot standard.

0022. 6 inch Dia sch 40 carbon steel 90 elbow - short radius flanged end

a. Fittings must be carbon steel flanged type.

b. Ensure the internal diameter bores of flanges and flanged fittings are the same as that of the associated pipe.

c. Drill cast steel backing flanges, ASTM A216/A216M in conformance with ASME B16.5 Class 150 with a 0.0625 inch raised face.

d. Where cast fittings are not available, provide segmental welded steel fittings, ASTM A53/A53M, Grade B, meeting the requirements of manufacturer's recommended wall thicknesses.

e. The flanges must be slip-on type.

f. Flanges for flanged fittings must be forged steel, ASTM A105/A105M, faced and drilled to ASME B16.5 Class 150 with a 0.0625 inch raised face.

0023. 6 inch Dia sch 40 carbon steel tee flanged end

a. Fittings must be carbon steel flanged type.

b. Ensure the internal diameter bores of flanges and flanged fittings are the same as that of the associated pipe.

W9127N26QA1550001

c. Drill cast steel backing flanges, ASTM A216/A216M in conformance with ASME B16.5 Class 150 with a 0.0625 inch raised face.

d. Where cast fittings are not available, provide segmental welded steel fittings, ASTM A53/A53M, Grade B, meeting the requirements of manufacturer's recommended wall thicknesses.

e. The flanges must be slip-on type.

f. Flanges for flanged fittings must be forged steel, ASTM A105/A105M, faced and drilled to ASME B16.5 Class 150 with a 0.0625 inch raised face.

0024. 6 inch Dia sch 40 carbon steel slip-on, raised face flanges

a. Flanges must be forged steel, slip-on, ASTM A105/A105M, faced and drilled to ASME B16.5 Class 150 with a 0.0625 inch raised face.

0025. Flange Bolts - for 6 inch flanges

a. Provide alloy-steel, ASTM A193/A193M Grade B7 hex head bolts for 6 inch flanges provided under this contract.

0026. Flange Nuts - for 6 inch flanges

a. Provide ASTM A194/A194M Grade 7 hex head nuts for bolts provided in

CLIN 0025.

0027. Flange Washers - for 6 inch flanges

a. Provide washers for the bolts provided in CLIN 0025 made of the same material as the bolts.

0028. Flange Gaskets Raised Face - for 6 inch flanges

a. Provide gaskets meeting the requirements of ASME B16.5.

b. Gaskets must be:

i. Nonmetallic conforming to ASME B16.21

ii. Maximum thickness of 0.125 inch thick

iii. Made of chloroprene rubber

iv. With durometer hardness No.80

v. With 1,500 psi minimum tensile strength

vi. With 125 percent minimum elongation

vii. Flat ring type for use with raised face flanges.

0029. Waterflow Alarm Switch

a. Provide vane type waterflow switches for use on wet pipe sprinkler systems.

b. Flow switch must be UL listed and FM approved for use on a 6" steel pipe.

Flow switch must contain two single pole, double throw, snap action switches rated for 2 amps at 125VDC, and an adjustable, instantly recycling pneumatic retard.

c. Switches must be actuated at a flow of 6 GPM or greater.

d. Enclosure must be NEMA 4/IP54 rated, weatherproof, UV and flame resistant.

0030. Cold Cutting Split Frame Clamshell 4-8" with 110V Electric Motor

a. Must be a portable, split-frame ("clamshell") design, allowing the machine to split in half for mounting directly onto the outside diameter (OD) of an in-line pipe.

b. Must be capable of performing simultaneous cutting (parting) and beveling operations in a single rotation around the pipe.

c. Must be powered by a 110 VAC electric motor, suitable for use with standard industrial wall outlets or extension cords.

d. Cutting and Beveling must be done via a "cold cut" to prevent any heat-affected zones (HAZ) on the pipe material.

e. Must come with tooling sufficient to produce a standard 37.5-degree weld bevel.

f. Must come as a kit including the main clamshell body, the electric drive motor assembly, the respective sets of parting and beveling tools, necessary operating hand tools, an operations and maintenance manual, and a durable storage/transport case post award.

g. The machine body shall be capable of mounting and machining piped with an outer diameter range that includes 4 inches to 8 inches.

h. The manufacturer's standard operations, maintenance, and safety manuals must be included post award.

i. Must be covered by the manufactures standard warranty, which must be for a minimum of 1 year against defects in material and workmanship.

j. Offeror must provide technical data sheets, dimensional drawings and other supporting documentation sufficient to demonstrate compliance with all salient characteristics listed above.

0031. Cold Cutting Split Frame Clamshell 6-12" with 110V Electric Motor

a. Must be a portable, split-frame ("clamshell") design, allowing the machine to split in half for mounting directly onto the outside diameter (OD) of an in-line pipe.

b. Must be capable of performing simultaneous cutting (parting) and beveling operations in a single rotation around the pipe.

c. Must be powered by a 110 VAC electric motor, suitable for use with standard industrial wall outlets or extension cords.

d. Cutting and Beveling must be done via a "cold cut" to prevent any heat-affected zones (HAZ) on the pipe material.

e. Must come with tooling sufficient to produce a standard 37.5-degree weld bevel.

f. Must come as a kit including the main clamshell body, the electric drive motor assembly, the respective sets of parting and beveling tools, necessary operating hand tools, an operations and maintenance manual, and a durable storage/transport case.

g. The machine body shall be capable of mounting and machining piped with an outer diameter range that includes 6 inches to 12 inches.

h. The assembled machine, including the electric drive motor, shall require a maximum radial clearance of no more than 11.5 inches from the outer wall of the pipe to accommodate tight field-installation constraints.

i. The manufacturer's standard operations, maintenance, and safety manuals must be included.

j. Must be covered by the manufactures standard warranty, which must be for a minimum of 1 year against defects in material and workmanship.

k. Offeror must provide technical data sheets, dimensional drawings and other supporting documentation sufficient to demonstrate compliance with all salient characteristics listed above.

3. DETAILED REQUIREMENTS FOR SUPPLIES:

a. General

The equipment furnished and the work performed under this contract must be in conformance with the latest applicable provisions of standards listed bellow. All materials, components, and equipment must be new and conform to the requirements of these specifications.

b. References

i. ANSI C80.1: American National Standard for Electrical Rigid Steel Conduit (ERSC)

ii. ASME B16.21: Nonmetallic Flat Gaskets for Pipe Flanges

iii. ASME B16.34: Valves--Flanged, Threaded, and Welding End

iv. ASME B16.5: Pipe Flanges and Flanged Fittings

v. ASME B31.3: Process Piping

vi. ASTM A53/A53M: Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

vii. ASTM A105/A105M: Standard Specification for Carbon Steel Forgings for Piping Applications

viii. ASTM A193/A193M: Standard Specification for Alloy-Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications

ix. ASTM A194/A194M: Standard Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both

x. ASTM A216/A216M: Standard Specification for Steel Castings, Carbon, Suitable for Fusion Welding, for High-Temperature Service

xi. ASTM A1011/A1011M: Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low- Alloy with Improved Formability, and Ultra-High Strength

xii. ASTM B3: Standard Specification for Soft or Annealed Copper Wire

xiii. ASTM B33: Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical Purposes

xiv. ASTM C882: Standard Test Method for Bond Strength of Epoxy- Resin Systems Used With Concrete By Slant Shear

xv. AWWA C219: Bolted, Sleeve-Type Couplings for Plain-End Pipe

xvi. AWWA C500: Metal-Seated Gate Valves for Waterworks Service

xvii. AWWA C517: Resilient-Seated Cast-Iron Eccentric Plug Valves

xviii. AWWA C520: Knife Gate Valves, 2 In.- 96 In. (50 mm - 2,400 mm)

xix. AWWA C530: Pilot-Operated Control Valves

xx. AWWA E103: Standard for Horizontal and Vertical Line-Shaft Pumps

xxi. HI 9.1-9.5: Pumps - General Guidelines

xxii. MSS SP-58: Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation

xxiii. NEMA AB 3: Molded Case Circuit Breakers and Molded Case Switches

xxiv. NEMA FB 1: Standard for Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable

xxv. NEMA ICS 2: Industrial Control and Systems Controllers:

Contactors and Overload Relays Rated 600 Volts

xxvi. NEMA WC 57/ICEA S-73-532: Standard for Control, Thermocouple, and Instrumentation Cables

xxvii. NEMA WC 70/ICEA S-95-658: Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy xxviii. NFPA 20: Standard for the Installation of Stationary Pumps for Fire Protection

xxix. NFPA 70: National Electrical Code (NEC)

xxx. UL 6: Electrical Rigid Metal Conduit-Steel

xxxi. UL 218: Standard for Fire Pump Controllers

xxxii. UL 489: Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit-Break

4. CERTIFICATES

Certifications of Equipment: Within 30 calendar days after date of award, a certified statement by the manufacturer of the equipment design tests in accordance with standards listed above have been previously made on this equipment as those provided in this SOW and that the results of the tests prove the equipment will operate satisfactorily under normal and short-circuit conditions when applied within their ratings. Contractor provides certification that the equipment furnished is compatible with the existing panel and with the circuit breaker and complies with the standards listed above. Certification will be required before the equipment is prepared for shipment.

5. DESCRIPTIVE DATA REQUIRED WITH QUOTE

The descriptive data and test results below (a. and b., below) must be submitted with your quote package and clearly demonstrate that the quoted products fully comply with all specifications and requirements identified in the Measurement and Payment section the Detailed Requirements for Supplies section above:

a. Descriptive Data on Equipment.

Cut-sheets, descriptive drawings, O&M manuals, and ordering information must be provided for the equipment listed above.

b. Test Results: Design and Production Tests Results.

6. COORDINATION

Delivery scheduling, offloading location and site access must be coordinated with the Contracting Officer.

7. LOOKOUT POINT ADDRESS

Deliveries must be made Monday - Thursday 0700 (7:00 am) - 1500 Pacific Time

Army Corps of Engineers

40386 W Boundary Rd

Lowell, OR 97452

8. WARRANTY

The Contractor shall effectuate the assignment to the Government all applicable standard manufacturer warranties for each component and packaged system furnished under this contract.

These warranties shall cover defects in design, manufacturing, and materials in accordance with each manufacturer's published warranty terms.

The Contractor shall provide all warranty documentation, certificates, and contact information necessary for the Government to pursue warranty claims directly with the original equipment manufacturer, without the need to contact the supply Contractor.

*** END OF NARRATIVE ***

Requirements LOP Fire Protection and Unwatering Pump System

Section E - Inspection and Acceptance

Overall Contract Inspection/Acceptance Locations

0001 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0002 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0003 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0004 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0005 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0006 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0007 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0008 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0009 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0010 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0011 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0012 Inspection and Acceptance Location

Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0013 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0014 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0015 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0016 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0017 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

LOWELL, OR 97452-0429

UNITED STATES

0018 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0019 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0020 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0021 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0022 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0023 Inspection and Acceptance Location

Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0024 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0025 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0026 Inspection and Acceptance Location

Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0027 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0028 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0029 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0030 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429

UNITED STATES

0031 Inspection and Acceptance Location

Both Destination Instructions: See Statement of Work

DoDAAC: 960408 CountryCode: USA

LOWELL, OR 97452-0429

UNITED STATES

Section F - Deliveries or Performance

0001 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0002 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0003 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0004 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0005 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0006 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

40 Linear FootQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0007 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

3 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0008 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

12 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0009 Delivery Schedule

Delivery On Or Before Delivery Date 01 Mar 2027

4 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0010 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

4 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0011 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0012 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0013 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0014 Delivery Schedule

Delivery Date 01 Mar 2027

1 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0015 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

35 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0016 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

240 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0017 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

240 EachQuantity

DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

Party to Pay Transportation Cost: Contractor

Point Type: Destination

0018 Delivery Schedule Delivery On Or Before Delivery Date 01 Mar 2027

480 EachQuantity

Address and POC Ship To DoDAAC: 960408 CountryCode: USA

ARMY CORPS OF ENGINEERS CIVIL WORKS

PORTLAND DIST WILLIAMETTE VALLEY, 40386 WEST BOUNDARY ROAD

LOWELL, OR 97452-0429 UNITED STATES

Aragon Liebzeit , DELIVER_TO_EMP_ID_NO

Special Handling/Notes FoB Details

0019 Delivery Schedule…