Amendment 1 SF-30 W91QVP-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 of this amendment is to:

1. Update changes in SOW/Installation Instructions (See highlightd portion for changes in SOW/ Installation Instructions)

2. Add Technical Exhibit #2A in SOW/Installation Instruction

3. Extend Solicitation deadline to 03 September 2024 at 1100 AM Haw aii Standard Time

4. Extend questions deadline to 29 August 2024 at 1300 (1:00 PM) Haw aii Standard Time

5. Change Period of Performance (POP) date to: 12 September 2024 to 12 March 2025

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY 28-Aug-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 X is extended, 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

28-Aug-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

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 29-Aug-2024 11:00 AM to 03-Sep-2024 11:00 AM.

DELIVERIES AND PERFORMANCE

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

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 06-SEP-2024 TO

28-FEB-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 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

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

CAGE

POP 06-SEP-2024 TO

28-FEB-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 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

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

CAGE

POP 06-SEP-2024 TO

28-FEB-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 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

The following have been modified:

ADDENDUM TO 52.212-1

ADDENDUM TO 52.212-1 INSTRUCTIONS TO OFFERORS – COMMERCIAL PRODUCTS AND

COMMERCIAL SERVICES

OFFEROR INSTRUCTIONS

This ADDENDUM to 52.212-1 applies to this acquisition. The Government intends to award a Firm Fixed Price Contract resulting from this solicitation; W912CN-24-Q-0046.

1. Submission of quotes must be received electronically via email be addressed to the Government point of contact (POC) Contract Specialist, SSG Tandukar, Narendra at narendra.tandukar.mil@army.mil & MSG Kennison, Patrick at patrick.v.kennison.mil@army.mil and with the subject referencing “Request for Quote (RFQ) Number W912CN-24-Q-0046.” Quotes will not be accepted via other transmission methods, such as standard mail, fax, or drop off at this time. All solicitation and amendments issued will be posted on the Government Contract Opportunities website at https://SAM.gov/. Once posted, all interested offerors are responsible to monitor the website until the closing date for any issued amendments. It is the responsibility of the offerors to ensure quotes are received and acknowledged by the Contract Specialist, on or before the deadline for submission of quotes as indicated in Block 8 of the SF 1449.

2. Required documents:

Offeror shall complete and submit the below-listed items:

a. Signed and completed Standard Form 1449.

b. Completed pricing for each CLIN, to include the unit price, the extended price for each line item and a total price in US Dollars ($). All amounts shall be rounded to the nearest hundredth decimal place (i.e., $X.XX). Prices shall not extend past the second decimal point for unit and extended amounts.

c. Offerors will be required to provide the Estimated Lead time on their quote for this requirement.

Period for acceptance of offers. The offeror agrees to hold the prices in its offer firm for 120 calendar days from the date specified for receipt of offers.

3. Due Date and Submission Information RFQ Due Date and Submission Requirements: For consideration, please submit your price quote on or before the solicitation close date 03 September 2024 @ 1100 (11:00 AM). Hawaii Standard Time.

Questions: Questions must be e-mailed narendra.tandukar.mil@army.mil and patrick.v.kennison.mil@army.mil no later than 1300 (1:00 PM) Hawaii Standard Time on 29 August 2024. Include “RFQ #W912CN-24-Q-0046” in the subject line on all inquiries. Questions may be addressed at the discretion of the Government.

A site visit was conducted on 21 August 2024 at 1300.

There will not be another site visit for this requirement.

(End of Addendum 52.212-1)

ADDENDUM TO 52.212-2

ADDENDUM TO 52.212-2 EVALUATION – Commercial Items ** Basis for Award: The request for quotation uses streamlined acquisition procedures pursuant to FAR Part 12 and FAR Part 13 as authorized. The Government intends to award a firm fixed price contract resulting from competitive quotes received in response to this solicitation. Award will be made to a single offeror who is deemed responsible in accordance with the FAR Part 9, whose offer conforms to the solicitation requirements, and is the most advantageous to the Government, considering price alone. The quote will be evaluated for a fair and reasonable price. All contractors are reviewed for responsibility IAW FAR 9 and for US Government past performance.

The award decision will be based on Price Alone IAW FAR 13.

The Government will evaluate the total price to determine if it is fair and reasonable. The price quote shall include a unit price for each item and total firm-fixed-price for all line items. The total firm-fixed-price shall include shipping and handling costs.

Definitions Reasonableness. A price is reasonable if, in its nature and amount, it does not exceed that which would be incurred by a prudent person in the conduct of competitive business. Past Performance, if not listed as an evaluation criteria factor, will be evaluated during the contractor’s responsibility determination. The Government will use information obtained from other sources, such as the Past Performance Information Retrieval System (PPIRS) or Contract Performance Assessment Reporting System (CPARS).

(End of Addendum 52.212-2)

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 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 pit curb steel without damaging the surrounding area and dispose it appropriately. (See Technical Exhibit #2A for visuals)

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 steel will be installed.

ii. Make sure the length and height needed for the new curb steel

iii. Position the new curb steel in the pit. Use the level to ensure it is straight and aligned correctly.

iv. Weld the new curb steel in place ensuring all connections are secure and strong

v. Touch up the curb steel with paint with corrosion resistant coating to prevent rust.

vi. After the installation of bottom curb steel, KTR shall follow the instructions from para 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 to be replaced with new are as follows:

Location Quantity Functionality (Hydraulic/Manual)

BLDG 2071, Schofield Barracks (GSA Building), Humphreys Rd

Three (3) Hydraulic

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

One (1) Hydraulic

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. 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 pit curb steel as highlighted in the Technical Exhibit #2A

4.2.1 Technical Exhibit #2 for Building 2085

4.2.2 Technical Exhibit #2A for Building 2085

Curb Steel at BLDG 2085

Measurement for Curb Steel:

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

4.3 Replace and service four (4) Manual Dock Levelers at Schofield Barracks 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)