Amendment 1 SOW Dock Levelers 08.28.2024.pdf

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.