Solicitation Amendment - DWA Dam Face Fuel Dock.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to:

a. Add Clause 52.211-9 and extend the required delivery date to 30 September 2024.

b. Update Technical Specif ications to include section 4.2.2. Activity Hazard Analysis as a deliverable.

c. All other terms and conditions of the soliciation remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 25-Jan-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EF24Q0005

X 9B. DATED (SEE ITEM 11)

19-Jan-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Jan-2024

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF24Q0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-JUN-2024 1 DWORSHAK PROJECT

JESSICA KING

USACE DWORSHAK PROJECT - BRUCE'S

EDDY BOAT LA

2 A ROAD

AHSAHKA ID 83520

208-476-1296

FOB: Destination

960201

To:

30-SEP-2024 1 DWORSHAK PROJECT

USACE DWORSHAK PROJECT - BRUCE'S

EDDY BOAT LA

2 A ROAD

AHSAHKA ID 83520

208-476-1296

The following Delivery Schedule item for CLIN 0002 has been changed from:

30-JUN-2024 1 DWORSHAK PROJECT

USACE DWORSHAK PROJECT - BRUCE'S

EDDY BOAT LA

2 A ROAD

AHSAHKA ID 83520

208-476-1296

To:

30-SEP-2024 1 DWORSHAK PROJECT

USACE DWORSHAK PROJECT - BRUCE'S

EDDY BOAT LA

2 A ROAD

AHSAHKA ID 83520

208-476-1296

The following have been added by full text:

52.211-9 DESIRED AND REQUIRED TIME OF DELIVERY (JUN 1997)

(a) The Government desires delivery to be made according to the following schedule:

DESIRED DELIVERY SCHEDULE

All items delivered FOB to Dworshak Project on or before June 30, 2024.

If the offeror is unable to meet the desired delivery schedule, it may, without prejudicing evaluation of its offer, propose a delivery schedule below. However, the offeror's proposed delivery schedule must not extend the delivery period beyond the time for delivery in the Government's required delivery schedule as follows:

REQUIRED DELIVERY SCHEDULE

All items delivered FOB to Dworshak Project on or before September 30, 2024.

Offers that propose delivery of a quantity under such terms or conditions that delivery will not clearly fall within the applicable required delivery period specified above, will be considered nonresponsive and rejected. If the offeror proposes no other delivery schedule, the desired delivery schedule above will apply.

OFFEROR'S PROPOSED DELIVERY SCHEDULE

(b) Attention is directed to the Contract Award provision of the solicitation that provides that a written award or acceptance of offer mailed or otherwise furnished to the successful offeror results in a binding contract. The

Government will mail or otherwise furnish to the offeror an award or notice of award not later than the day the award is dated. Therefore, the offeror shall compute the time available for performance beginning with the actual date of award, rather than the date the written notice of award is received from the Contracting Officer through the ordinary mails. However, the Government will evaluate an offer that proposes delivery based on the Contractor's date of receipt of the contract or notice of award by adding (1) five calendar days for delivery of the award through the ordinary mails, or (2) one working day if the solicitation states that the contract or notice of award will be transmitted electronically. (The term "working day" excludes weekends and U.S. Federal holidays.) If, as so computed, the offered delivery date is later than the required delivery date, the offer will be considered nonresponsive and rejected.

(End of clause)

The following have been modified:

TECHNICAL SPECIFICATIONS

BID ITEM LIST

DWORSHAK DAM FACE FUEL DOCK

CLIN

Item Description (one each) Price

1 Fuel Dock System

2 Spare Parts

Total

TECHNICAL SPECIFICATIONS

DWORSHAK DAM FACE FUEL DOCK

1.0 SCOPE

The following specification pertains to the purchase of one fully functional fuel dock system for delivery and offloading to Dworshak Dam and Reservoir (Dworshak Project), Ahsahka, Idaho. The Contractor must also provide shipping, assembly, documentation, and onsite orientation training, as stated in this specification.

2.0 DAM FACE FUEL DOCK– GENERAL REQUIREMENTS

• The Fuel Dock shall be equipped with the attachments listed herein. Any items not identified in this specification that are required for operation of all attachments shall be provided by the Contractor as part of their bid.

• The Fuel Dock shall be fully capable, equipped as described in Section 3.0 below, and ready for all intended uses upon delivery and assembly.

• The Fuel Dock shall not be modified to meet the functional and performance requirements of this specification, other than the addition of optional items.

• Options and attachments shall be covered by a minimum one-year warranty on all parts, labor, and workmanship from factory defects. All warranty work will be done without delivery or shipment fees

(including travel or on-site work).

• The fuel dock system shall be constructed of all new parts. No used or returned components will be accepted.

• The Fuel Dock shall be designed for the capability to safely tow to shore for refueling. The dock shall be designed in a manner to eliminate the chance of capsizing when fully loaded and being towed at low speeds. (<5mph)

• The Fuel Dock shall be fully engineered by a Licensed Professional Engineer and include stamped drawings.

• All components of the fuel dock system shall be outdoor rated or appropriately protected the elements.

3.0 DAM FACE FUEL DOCK SYSTEM (CLIN 01)

The critical defining elements for the Fuel Dock System include:

3.1 Fuel Tank

• The Fuel Dock shall have one (1) 2400-gallon tank with a compartmentalized capacity of 800 gallons of diesel and 1600 gallons of gasoline. If multiple compartments are necessary to achieve the aggregate fuel capacities, compartment designed for the same fuel type must be internally linked.

• The fuel tanks shall be heavily baffled to prevent excessive fluid movement while being towed or under heavy wave action events (24-36in).

• The fuel tank shall be double walled meeting the UL142 requirements and sealed from the elements.

• The fuel tank shall be constructed of corrosion resistant material or adequately coated to provide a maintenance free lifespan and prevent corrosion.

• The fuel tank shall have a means of inspecting the interstitial space in the case fuel leaks from the primary tank compartments.

• All penetrations into the fuel tank shall be from the top side of the tank to prevent fuel discharge if one of the hard lined connections is damaged.

3.2 Floatation System

• The flotation system shall be constructed of two (2) single pre-cast concrete float sections or constructed of a corrosion resistant non-ferrous alloy that when combined create no larger than a 22ft x

30ft concrete platform surface. The concrete float sections shall contain matching cast alignment keys if used.

• The Fuel Dock shall have 4in x 8in Ultra-High Molecular Weight Polyethylene (UHMW) or equivalent rub rails encompassing the entire platform perimeter.

• The Fuel Dock shall have 4in x 8in UHMW or equivalent rub rails orientated vertically on all four corners of the dock and spaced equally along all sides of the dock at intervals no greater than 8ft.

• The Fuel Dock shall have 4in x 8in UHMW or equivalent landing rails spaced equally along the bottom of the assembly at intervals no greater than 10ft.

• The Fuel Dock shall have a galvanized steel towing eye located at each corner. Each towing eye shall be capable of supporting the entirety of force generated during low towing speeds(<5mph).

• The fuel dock shall have a minimum of twelve (12) heavy duty galvanized steel cleats. These cleats shall be equally spaced with a quantity of three (3) down each side of the dock and placed in a typical manner as to not pose a tripping hazard. These cleats shall be appropriately sized to accept a 1in diameter rope.

• All hardware used for assembly shall be galvanized with a minimum tensile strength of 120,000 PSI.

• The flotation system shall be designed to occasionally run aground during refueling operations. The dock will be refueled by towing to a marina and refueling at a boat ramp. This may lead to the fuel dock system being unintentionally run aground while approaching the boat ramp.

• The fuel dock shall have a weatherproof enclosure to contain the generator. The fuel dock shall have adequate means of firmly attaching the generator. The enclosure shall at a minimum have a roof and enclose the generator on three sides while still maintaining access to the generator controls. A vent for the generator exhaust is permissible.

• The fuel dock shall have between 16in and 24in of loaded freeboard and a maximum of 54in of loaded draft.

• The fuel dock shall be equipped with an easily removable ladder to allow access back onto the fuel dock if any personnel were to fall into the water. The ladder shall be able to be removed from the walking surface. Please see the attached layout drawing for location.

3.3 Dispensing System

• The contractor shall provide two (2) 110 Volt 60 HZ fuel transfer pumps that are plumbed into the diesel and gasoline tanks respectively.

• The fuel transfer pumps shall be rated at no less than 35 GPM for the diesel system and 15 GPM for the gasoline system. The pumps shall be compatible with the fuel type for which they are transferring.

The fuel transfer pumps shall be equipped with a meter that reads to the tenth of a gallon.

• The fuel dispensing system shall be equipped with a hose reel that is firmly mounted to the dock. The gasoline pump shall be outfitted with a 25ft hose on the reel with an automatic shutoff nozzle that does not have a hold open latch. The diesel pump shall be outfitted with a 50ft hose on the reel with an automatic shutoff nozzle that does not have a hold open latch.

• The dispensing system shall be wired in a manner that is weather-proof and installed in such a manner that a singular 115-Volt male plug is the main connection point for the entire fuel dispensing system.

• The dispensing system shall be equipped with an emergency shutoff switch that is permanently mounted in direct proximity to the fuel pumping station.

• The dispensing system shall be equipped with an instant closing breakaway device that will stop the flow of fluids in the event the nozzle becomes detached from the hose.

• All dispensing nozzles shall be automatic-closing without a hold-open latch.

• The dispensing system shall be equipped with an anti-siphon valve to prevent inadvertent fuel discharge.

• All dispensing system piping shall be located to be protected from physical damage. All piping or tubing handling fuel shall be grounded to control stray currents and be constructed of steel or stainless steel. If steel is used, it shall have a protective coating to prevent corrosion.

• The dispensing system shall come equipped with a rigid mounted fire extinguisher having a minimum approved classification of 10B:C.

• The fueling system shall have an inline marine grade fuel filter and fuel water separator. This shall be included for both the diesel line and the gasoline line. The filtration system shall be sized appropriately for the respective volumetric flow rates of each fuel type.

• All components of the dispensing system shall be outdoor rated.

3.4 Generator

• The contractor shall supply one (1) inverter style portable generator that is adequately sized to provide power to the fuel dispensing system. The generator shall be sized in a manner that the total load of the system does not exceed 75 percent of the generator’s rated running output.

• The generator shall not exceed 60 dB(A) at full rated load.

• The generator shall be wheel mounted for ease of movement on and off the dock.

• The generator shall be equipped with a low oil protection feature that will cease operations if the oil level becomes too low.

• The generators electrical system shall have an integrated circuit protection system that prevents the circuitry from being overloaded.

• The generator shall have a minimum fuel capacity of 3 gallons.

• The Generator shall have at a minimum two 115-Volt circuits equipped with the standard 115-Volt female plug.

3.6 Electrical Components

• All electrical connections shall be made using appropriately sized 600-Volt rated stranded cabling. All connections shall be made utilizing mounted UL Listed terminal blocks and connectors inside of stainless-steel weatherproof enclosures.

• All wiring shall be in conformance with all appropriate NEC standards.

• A single standard 115-Volt male cord shall be the primary means of powering the fueling system.

• The fueling station shall be equipped with a LED Flood light that is outdoor rated and rigid mounted to provide lighting to the fueling station. The light shall be included on its own 115 Volt circuit with a separate standard 115-Volt male cord.

3.7 Spare Parts (CLIN 02)

• Quantity two (2) – Fuel pumps of same make and model provided on Fuel Dock o One (1) gasoline o One (1) diesel

• Quantity two (2) - Dispensing nozzles of same make and model provided on Fuel Dock.

o One (1) gasoline o One (1) diesel

• Quantity one (1) – 25 foot fueling hose of same make and model provided on Fuel Dock.

• Quantity one (1) – 50ft fueling hose of same make and model provided on Fuel Dock.

3.8 Warranty

• The fuel dock system shall be covered by a minimum one-year warranty on all parts, labor, and workmanship from factory defects. All warranty work will be done without delivery or shipment fees

(including travel or on-site work). All parts and components covered by a manufacturer’s warranty greater than one (1) year shall prevail.

4.0 SUBMITTALS

4.1 Pre-Award Submittals

The offeror shall submit with their quote copies of manufacturer catalog cuts, specification sheets, initial drawings, and warranty information for the products offered. Documents submitted must clearly demonstrate that the offered items meet the requirements of this specification, or the offer will be considered non-responsive. Options not pertinent to the offer should be crossed out or otherwise redacted.

4.2 Delivery Submittals – Operation and Maintenance Manuals

4.2.1 The Contractor shall provide one complete printed and bound copies and one complete digital copy of a comprehensive Operation and Maintenance (O&M) Manuals for each piece of equipment and attachments. The

O&M Manuals shall be specific to the product/model number of each unit and shall be comprehensive in nature.

The manuals shall include the following sections or sub-manuals:

• Operating manual

• Maintenance manual

• Service procedures/manual

• Parts list and drawing, showing all parts and assembly number for all individual parts and assemblies.

• Engine operation, maintenance, repair, and parts manuals

• Complete warranty information

4.2.2 Activity Hazard Analysis- The Contractor shall prepare an Activity Hazard Analysis (AHA) that meets the standard of EM 385-1-1, Section 01.A.14, for the work to be performed under this contract. The AHA shall address the hazards for the activities to be performed and present mitigation actions to reduce or eliminate the hazard. A template containing all required elements will be provided to the Contractor upon request.

5.0 SECURITY REQUIREMENTS

5.1 General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity

(RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense

(DoD) and Army security training requirements specified below, if applicable, are performance requirements;

all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with

Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as

“RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures—this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or

HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

5.2 Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the

US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security

Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as

“NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

5.3 Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify

Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the

Contracting Officer to become part of the official contract file.

6.0 SHIPMENT, DELIVERY, AND PRODUCT ORIENTATION

6.1 Shipment and Delivery

All items shall be delivered FOB to Dworshak Project on or before September 30th, 2024. The Contractor shall be responsible for packing and shipping the components in a manner that will ensure undamaged and complete arrival to Dworshak Project. Upon delivery, a factory service representative must be present to offload and assemble the fuel dock system. The fuel dock system shall be placed in the water by the manufacturer.

Deliveries and assembly shall only be conducted during normal Dworshak Project business hours, Monday–

Thursday 7:30 a.m. – 4:30 p.m., excluding federal holidays.

All shipments shall be delivered to:

USACE Dworshak Project - Bruce’s Eddy Boat Launch

Attn: Contract Performance Specialist

1682 A Road

Ahsahka, ID 83520

6.2 Product Orientation

Upon delivery, a factory-authorized technician shall provide a minimum two-hour hands-on orientation training of the recommended operation and maintenance of the Fuel Dock. The orientation shall be conducted at

Dworshak Project for a group of approximately five people. Draft or final copies of the O&M Manuals must be provided prior to or during the training.

(End of Summary of Changes)