B08 Amendment 3_SF30_W912CN-24-Q-0046.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 for this Solicitation Amendment is to

1. Update the installation instructions for the curb angle pit steel for BLDG 2085.

2. Add Technical Exhibit #2B to the Installation Instructions

3. Change the Period of Performance (POP) Date to: 20 September 2024 through 20 March 2025

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 04-Sep-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 W912CN24Q0046

X 9B. DATED (SEE ITEM 11)

15-Aug-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 1 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

04-Sep-2024

CODE

413 CSB

413TH CSB, RCO-HAWAII,

742 SANTOS DUMONT AVENUE

BLDG 108, 3RD FLOOR (WAAF)

SCHOFIELD BARRACKS HI 96857-5026

W912CN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912CN24Q0046

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

POP 12-SEP-2024 TO

12-MAR-2025

N/A US ARMY GARRISON HI DIR OF PUB

WKS DPW

TINGWEN SHIH

BLDG 104 947 WRIGHT AVE WAAF

SERVICE CO

SCHOFIELD BARRACKS HI 96857-5013

808-656-0387 FOB: Destination

WX3JN3

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 20-SEP-2024 TO

20-MAR-2025

N/A US ARMY GARRISON HI DIR OF PUB

WKS DPW

TINGWEN SHIH

BLDG 104 947 WRIGHT AVE WAAF

SERVICE CO

SCHOFIELD BARRACKS HI 96857-5013

808-656-0387

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

CAGE

POP 12-SEP-2024 TO

12-MAR-2025

N/A US ARMY GARRISON HI DIR OF PUB

WKS DPW

TINGWEN SHIH

BLDG 104 947 WRIGHT AVE WAAF

SERVICE CO

SCHOFIELD BARRACKS HI 96857-5013

808-656-0387

CAGE

POP 20-SEP-2024 TO

20-MAR-2025

N/A US ARMY GARRISON HI DIR OF PUB

WKS DPW

TINGWEN SHIH

BLDG 104 947 WRIGHT AVE WAAF

SERVICE CO

SCHOFIELD BARRACKS HI 96857-5013

808-656-0387

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

POP 12-SEP-2024 TO

12-MAR-2025

N/A US ARMY GARRISON HI DIR OF PUB

WKS DPW

TINGWEN SHIH

BLDG 104 947 WRIGHT AVE WAAF

SERVICE CO

SCHOFIELD BARRACKS HI 96857-5013

808-656-0387

CAGE

POP 20-SEP-2024 TO

20-MAR-2025

N/A US ARMY GARRISON HI DIR OF PUB

WKS DPW

TINGWEN SHIH

BLDG 104 947 WRIGHT AVE WAAF

SERVICE CO

SCHOFIELD BARRACKS HI 96857-5013

808-656-0387

The following have been modified:

INSTALLATION INSTRUCTIONS

Installation Instructions

Replace Dock Levelers at Schofield Barracks Building 2071 (Humpreys Road), Building 2085 (Aleshire Avenue) & East Range Building 6037 (Higgins Road), on the Island of Oahu, HI

1. Scope The Contractor shall provide all labor, transportation, material, supplies and equipment to replace and service dock levelers at Schofield Barracks, GSA - Building 2071 Schofield Barracks, Dining Facility - Building 2085 and East Range, Logistics Readiness Center - Building 6037. The Contractor shall inspect the newly installed dock levelers at each location and assess the dock levelers to have them functioning at normal operating conditions. The Contractor will replace the cure steel at BLDG 2085 Dining Facility The work shall be warrantied for the period of 365 days upon completion of this requirement. The Contractor shall follow all local, state and federal laws. The Contractor shall test for the proper functionality and operation of dock levelers after the installation to include following for all eight (8) dock levelers across the Garrison.

1.1 Preparation:

a) Remove the old dock levelers and properly discard.

b) Clean the debris under the old dock levelers and discard appropriately.

c) Ensure the curb angles and pit dimension is of adequate size to receive new dock leveler.

d) AT BLDG 2085 ONLY: Remove the bottom front of the curb angle pit steel and dispose of the removed concrete and curb pit steel.

1.2 Installation:

a) Install appropriate dock levelers in the pit.

b) Adjust dock leveler height by the manufacturer’s recommendations, as required, to provide flush alignment with leveler and dock floor.

c) Connect any lines or chains and power supply in order to function and operate the newly installed dock levelers.

d) AT BLDG 2085 ONLY:

i. Clean the surface where the new curb pit steel will be installed.

ii. Ensure the proper length and height needed for the new curb pit steel.

iii. Install the new curb pit steel. Shall be straight and aligned correctly.

iv. Contractor shall pour new cement to install the new curb pit steel. SEE Technical Exhibit #2B

v. Paint curb pit steel with corrosion resistant coating to prevent rust.

vi. After installation of bottom curb pit steel, Contractor shall follow instructions from paragraph 1.2 (a) thru (c) for dock leveler installation.

1.3 Clean up:

a) Remove debris from the site and appropriately dispose it.

b) The Contractor shall keep the working area clean and safe.

c) Remove any temporary labels and coverings from new dock levelers.

2. General Requirements

This section describes the general requirements for this effort. The following sub-sections provide details of various considerations on this effort. The locations and quantities of the existing dock levelers and curb steel to be replaced with new are as follows:

Location Quantity Functionality

(Hydraulic/Manual) BLDG 2071, Schofield Barracks (GSA Building), Humpreys Rd

Three (3) Hydraulic

BLDG 2085, Schofield Barracks (Dining Facility), Aleshire Avenue

One (1) Hydraulic

BLDG 2085, Schofield Barracks (Dining Facility), Curb Steel

One (1) N/A

BLDG 6037, East Range (LRC Building), Higgins Rd

Four (4) Manual

2.1 Non-Personal Services

The Government will neither supervise Contractor employees nor control the method by which the Contractor performs the required tasks. Under no circumstances will the Government assign tasks to or prepare work schedules for Contractor employees. It shall be the responsibility of the Contractor to manage its employees and to guard against any actions that are of the nature of personal services or give the perception of personal services. If the Contractor believes that any actions constitute, or are perceived to constitute personal services, it shall be the Contractor's responsibility to immediately notify the Contracting Officer.

2.2 Business Relations

The Contractor shall successfully integrate and coordinate all activity needed to execute the requirement. The Contractor shall manage the timeliness, completeness, and quality of problem identification. The Contractor shall provide corrective action plans, proposal submittals, timely identification of issues, and effective management of subcontractors. The Contractor shall seek to ensure customer satisfaction and professional and ethical behavior of all Contractor personnel.

2.3 Contract Administration and Management

The following subsections specify requirements for contract, management, and personnel administration.

2.3.1 Contract Management

The Contractor shall establish clear organizational lines of authority and responsibility to ensure effective management of the resources assigned to the requirement. The Contractor must maintain continuity between the support operations at the Directorate of Public Works (DPW) Service Contract Branch and the Contractor's corporate offices. The contractor shall conduct Preventative Maintenance (PM) on a quarterly basis at all facilities listed in the PWS IAW the specifications listed in the operator/user manual during the warranty period of 365 days.

The contractor shall provide one-time equipment training or operational instruction to the facility manager or designate personnel at each facility.

2.3.2 Contract Administration

The Contractor shall establish processes and assign appropriate resources to effectively administer the requirement. The Contractor shall respond to Government requests for contractual actions in a timely fashion.

The Contractor shall have a single point of contact between the Government and Contractor personnel assigned to support contracts or task orders. The Contractor shall assign work effort and maintaining proper and accurate time keeping records of personnel assigned to work on the requirement.

2.3.3 Personnel Administration

The Contractor shall provide the following management and support, as required. The Contractor shall provide for employees during designated Government non-workdays or other periods where Government offices are closed due to weather or security conditions. The Contractor shall maintain the currency of their employees by providing initial and refresher training as required to meet the PWS requirements. The Contractor shall make necessary travel arrangements for employees. The Contractor shall provide necessary infrastructure to support contract tasks. The Contractor shall provide administrative support to employees in a timely fashion (timekeeping, leave processing, pay, emergency needs).

2.4 Subcontract Management

The Contractor shall be responsible for any subcontract management necessary to integrate work performed on this requirement and shall be responsible and accountable for subcontractor performance on this requirement. The prime Contractor will manage work distribution to ensure there are no Organizational Conflict of Interest (OCI) considerations. Contractors may add subcontractors to their team after notification to the Contracting Officer or Government Point of Contact.

2.5 Contractor Personnel, Disciplines, and Specialties

The Contractor shall accomplish the assigned work by employing and utilizing qualified personnel with appropriate combinations of education, training, and experience. The Contractor shall match personnel skills to the work or task with a minimum of under/over employment of resources. The Contractor shall provide the necessary resources and infrastructure to manage, perform, and administer the contract.

2.6 Location and Hours of Work

Accomplishment of the results contained in this instruction requires work at Schofield Barracks Building 2071, Building 2085 and East Range, Building 6037, on the Island of Oahu, HI, Monday through Friday between the hours 7:30 a.m. to 4:00 p.m. except US federal holidays.

2.7 Federal holidays: The Contractor’s performance shall not be required on the Federal public holidays listed below. Holidays occurring on weekends will be observed as directed by the Federal calendar (5 U.S.C. 6103).

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

3. Period of Performance: The period of performance for this contract is 270 days from the contract award date.

4. Salient Characteristics Requirements The following section specifies the salient characteristics requirement for the contract.

4.1 Replace and Service three (3) hydraulic dock levelers at Schofield Barracks Building 2071 (Humpreys Road)

The Contractor shall replace and service three (3) hydraulic dock levelers that adhere to the following equivalent or better salient characteristics.

Salient Characteristic – (Schofield Barracks Building 2071)

7-foot x 8-foot Hydraulic Dock Leveler Pit Dimension: (see T.E. # 1) 85” (a) X 85” (b) X 88” (c) X 23 ½” (d) X 24” (e) X 26 ¾” (f) X 51” (g) 85” (a) X 85” (b) X 87 ¾” (c) X 23 ½” (d) X 24” (e) X 26 ¾” (f) X 51” (g) 85” (a) X 85” (b) X 87 ¾” (c) X 23 ½” (d) X 24” (e) X 26 ¾” (f) X 51” (g) 40,000-pound capacity 18-inch Lip Lug style lip hinge & beam structure mechanical lip extension Pump/motor assembly & regenerative hydraulics Push-button control panel (non-interlock capable) 208-230v - three phase power Hydraulic velocity fuse safety stop Open subframe design Automatic retracting 60,000 lbs. (27,215 Kg) structural dock level support legs Full operating range toe guards Below-dock end loading capability 18-inch Lip (457mm) Fixed rear hinge - no pinch points Integral maintenance strut & lip support latch Heavy-duty dock bumpers reduce lip crown/extended lip chamfer.

24-inch Pit conversion (607mm) Construction, Platform Assembly: Platform to be constructed of unitized, robotically welded high tensile steel safety tread deck plate.

Lip Assembly: Lip to be (16 mm) thick.

All units to be 18-inch high tensile steel safety tread lip plate with chamfered leading edge.

Lip Extension: Automatic lip extension ensures proper lip extension with descent of dock leveler into trailer. Auxiliary leg release to allow lowering of dock leveler below-dock level without extending lip.

Rear Subframe & Hinge: Rear structural frame consists of a welded structure constructed from 4 structural angle vertical members connecting two horizontal members. The upper rear angle has longitudinal support gussets & additional deck supports to promote structural stiffness. The hinge system consists of four lugs allowing 4 inches of side-to-side deck twist.

Power Unit: Power unit is an electric hydraulic pump and valve assembly Electrical: 208-230 V three phase. Electrical system to include motor overload protection as standard.

Power unit is mounted to unit subframe (elevated off pit floor).

Hydraulic: Main cylinder minimum 4-inch (101 mm) diameter bore. All weather hydraulic fluid Control Panel: Heavy-duty, single push-button activation.

Support Legs: Automatic 60,000 lbs. (27.2 K kg) structural dock level support legs. Drop tested to the full rated capacity of the dock leveler.

Toe Guard Protection: Full operating range toe guards with two galvanized sliding guards (yellow OSHA required markings per ANSI/2535.1) provided on the sides of the dock leveler.

Integral Support Strut & Lip Lock: A permanently mounted support strut and lip lock are provided to support the lip and leveler during routine maintenance and pit cleaning.

Float Compensation: Allows for vertical carrier deflection when lip is in contact with truck bed.

4.1.1 Technical Exhibit #1 Building 2071

4.2 Replace and Service one (1) hydraulic dock leveler at Schofield Barracks Building 2085 (Aleshire Avenue)

The Contractor shall replace and service one (1) hydraulic dock leveler that adhere to the following equivalent or better salient characteristics.

Salient Characteristic (Schofield Barracks Building 2085)

40,000 lbs. Capacity Pit Dimension (SB 2085 Pit Measure Sheet) (See T.E. # 2)

72 ½” (a) X 72 5/8” (b) X 62 ½” (c) X 18 ½” (d) X 19” (e) X 28” (f) X 47” (g) 208-230v - three phase power Push-button control panel 18-inch lip Regenerative hydraulics Yieldable hydraulic lip Hydraulic velocity fuse safety stop Full operating range toe guards Below-dock end loading capability Dual integral maintenance strut & lip support latch Heavy Duty Dock Bumpers Factory Installed Brush Weather seal General: Hinged lip dock leveler with hydraulic operated platform and hydraulic lip extension and retraction. Unit conforms to ANSVMH14.1-1987 requirements.

Construction: Platform Assembly: Platform constructed of high tensile steel safety tread deck plate supported by high tensile steel beams fully welded to front header.

Lip Assembly: Lip to be 18-inch-high tensile steel safety tread lip plate with beveled leading edge.

Lip Extension: Exclusive lip mechanism utilizes a double acting cylinder to provide smooth powered lip activation. Lip is powered in both directions for easier operation. less maintenance and greater control.

Rear Subframe & Hinge: Rear structural frame consists of a welded structure constructed from 4 structural angle vertical members connecting two horizontal members. The upper rear angle has longitudinal support gussets & additional deck supports to promote structural stiffness.

Power Unit: Power unit is an electric hydraulic pump and valve assembly.

Electrical: Motor is three-phase 208-230V, Power unit is mounted to unit subframe (elevated off pit floor) and pre-wired to an integral junction box.

Hydraulic: Main cylinder has minimum 3.5-inch diameter bore. Lip cylinder has minimum 2.5-inch diameter bore. All weather hydraulic fluid.

Integral Maintenance Strut & Lip Support Latch: A permanently mounted, hinged. lockout capable maintenance strut and lip support latch are provided to support the lip and leveler during routine maintenance and pit cleaning.

Below-dock Control (End loading): Push-button control extends lip beyond lip supports to facilitate below-dock end loading.

Out of Level Compensation: Leveler platform on all capacities is designed to compensate for canted truck beds up to 4-inch (100 mm) and the rear of the deck remains flush with the pit to eliminate pinch points.

Replace bottom front of curb pit steel as highlighted in Technical Exhibit #2A and Technical Exhibit #2B

4.2.1 Technical Exhibit #2 for Building 2085

4.2.2 Technical Exhibit #2A for Building 2085

Curb Steel at Building 208

77” Length with fronting plate, 3.5” Height, 2” Depth

4.2.3 Technical Exhibit #2B for Building 2085

Example picture of Curb pit steel

4.3 Replace and service four (4) Manual Dock Levelers at East Range Building 6037 (Higgins Road)

The Contractor shall replace and service four (4) manual dock levelers that adhere to the following equivalent or better salient characteristics.

Salient Characteristics – East Range 6037 7-foot (W) X 8 Foot (L) Dock.

Manual Pull Chain.

Pit Dimension (ER 6037 Pit Measure Sheet T.E. #3):

1. 85” (a) X 85” (b) X 87 ½” (c) X 23 ½” (d) X 24” (e)

2. 85” (a) X 85” (b) X 87 1/4” (c) X 23 ½” (d) X 24” (e)

3. 85” (a) X 85” (b) X 87 3/4” (c) X 23” (d) X 24” (e)

4. 85” (a) X 85” (b) X 88” (c) X 23 ½” (d) X 24” (e)

35,000-pound capacity 18-inch lip length Factory Installed Brush weather Seal.

24-inch pit conversion Full Operating range toe guards One (1) set of Laminated Single Flange Dock Bumpers Structural Steel Safety Legs Spring Counterbalance system with Single adjustment point.

Yieldable lip extends at top of upward ramp movement.

Integral and Separate Struts for Deck Lip.

Integral Maintenance Strut and Lip Support Latch.

Unlimited Float hold down.

Open frame/subframe design.

Working Range Toe Guards.

Heavy-Duty Dock Bumpers.

Reduced Lip Crown.

Extended Lip Chamfer.

Below-Dock End-loading Capability.

High Tensile Steel Lip, Deck and Beams.

Automatic Lip Extension.

No manual lifting required. Unit shall be powered by extension springs with a single adjustment point.

General: Hinged lip dock leveler with extension spring counterbalance assembly. Unit conforms to

ANSI/MH14.1- 1987 performance requirements.

Unlimited float hold-downs shall hold unit in position. Unit will float with truck movement.

Integral Maintenance Strut & lip Support latch: A permanently mounted. hinged. lockout capable maintenance strut and lip support latch are provided to support the lip and leveler during routine maintenance and pit cleaning.

Toe Guard Protection: Working range toe guard protection is provided on both sides of the leveler. Yellow OSHA required markings IAW ANSIZ535.1 provided on the sides of the dock leveler.

lip Assembly: Lip to be 18-inch-high tensile steel safety tread lip plate with beveled leading edge.

Lip Extension: Lip assist mechanism provides gentle Lip activation and reduced walk-down loads.

Counterbalance: Oil-tempered chromium silicon steel extension spring counterbalance with single adjustment point for high strength. durability, and easy walk-down.

4.3.1 Technical Exhibit #3 for Building 6037

5. Deliverables:

The Contractor shall provide deliverables as listed below:

• Preventative Maintenance Manual with Schedule

• Operator’s Manual

6. Government Inspection

The Government will conduct a complete inspection of all equipment replaced within seven (7) business days of delivery and make any claim for defects. The Government will notify the Contractor in writing within a reasonable time after a seven (7) business day period. The Contractor shall replace any defective parts at no additional cost to the Government after the acceptance of all services and goods within five (5) business days of Government’s notification of the defect.

(End of Summary of Changes)