HSSCCG-16-R-00041_000003_SOW_pg_6-7_changes.pdf

6.2 Shelving

The shelving shall meet the following requirements:

6.2.1 Shelving units shall be 12” deep x 42” wide and back-paneled for single rows and 24”deep x 42” wide for double rows.

6.2.2 Shelving units are to be manufactured with box edge shelves that attach to the unit corner posts via a shelf clip.

6.2.3 Each shelf must have a minimum load capacity of 400 pounds of evenly distributed weight with nominal deflection.

6.2.4 It is preferred that each shelving unit has seven (7) usable shelves and each shelf shall have two metal dividers. Seven shelves are preferred unless site characteristics require lower/fewer units. All shelves shall be useable.

6.2.5 Top, middle and bottom shelves are required to be bolted connections for stability.

6.2.6 Color – A light colored paint is required for all mezzanine and shelving components for diffusion of lighting.

6.2.7 Uprights – 169” H (14’1”) upright shelving units are preferred unless system design or site characteristics require lower/fewer units.

6.2.8 Shelves – (7) 42” W x 12” D per unit or (14) 42”W x 12” D for upright units as site conditions allow.

6.2.9 Backs – (2) 42” W x 85” H per unit for back-to-back units are required unless site characteristics require lower/fewer units.

6.2.10 Partition/Side panels – (2) 12” D x 85” H - Are required between units and/or at the end of the rows are preferred unless site characteristics require lower/fewer units. Side panels shall be bolted to adjoining shelving unit side panels so that shelving units are interconnected for stability.

6.2.11 Reinforcing angles shall be provided to meet the load capacity of para. 6.2.3 and ensure stability.

6.2.12 Cross Strap Braces, Sides – (3) 32” L pairs per unit (not required if side panels used) these are to be used only where side panels cannot.

6.2.13 Base – (1) 3” H x 42” W - Bases required, 1 per unit.

6.2.14 Shims should be utilized under uprights to compensate for minor uneven surfaces during installation.

6.2.15 All major vertical support posts of the shelving shall be bolted down to the slab.

6.3 Catwalk and Mezzanine

The shelving system shall include a catwalk and mezzanine that meets the following requirements:

6.3.1 Contractor -provided mezzanine walking level to be at +/- 7’-3” AFF (above finished floor) minimum and shall be able to support a minimum of 125lbs. per SF with 1” bar grating.

HSSCCG-16-R-00041

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6.3.2 Catwalk and mezzanine shall slope with the floor to allow use of all shelves.

6.3.3 The catwalk and mezzanine must be code compliant for proper head clearance.

6.3.4 Contractor provided catwalk and mezzanine design shall consider existing building structure and where possible make use of post-to-post match-ups between levels for cost savings.

6.3.5 All major vertical support posts of the catwalk system shall be bolted down to the slab.

6.4 Vertical Hydraulic Platform Lifts

The shelving system shall include a minimum quantity of two vertical hydraulic platform lifts that meet the following requirements:

6.4.1 Vertical hydraulic platform lifts – the Contractor shall provide a minimum of two (2) vertical hydraulic platform lifts. Each hydraulic platform lift shall have a 1500 lb. capacity at a minimum, have welded wire mesh walls or equal, a door/gate opening of 3’-0” minimum, and be surface-mounted (no pit).

6.4.2. The contractor shall provide operations and maintenance training of the lifts. The training shall be for four (4) hours and shall sufficiently explain the proper operation of the lift system. (See also paragraph 7.0 Deliverables).

6.5 Key Personnel

Key personnel are defined as personnel considered critical and essential to the work to be performed under this contract. The Key Personnel on this project are the Project Manager and the Superintendent.

Substitution of key personnel is governed by HSAR Clause 3052-215-70, substitution shall be accomplished at no additional cost to the Government. The Government may reject proposed key personnel substitutions not meeting the personnel requirements for the labor category. Rejection of the proposed substitution by the Government shall not be cause for any degradation or delay of service required under this contract.

6.5.1 Project Manager:

The contractor shall provide a Project Manager. The Project Manager shall be the overall manager of the contract and a single point of contact for resolution of contract related issues. The Project Manager shall have the authority to legally bind the Contractor.

The Project Manager is responsible for managing and implementing the overall contract requirement and overseeing the implementation of more complex tasks, organizes and coordinates planning, and implements all contract and or task order support activities; interacts with high level program officials regarding issues and status of the contract and/or task orders; coordinates financial and staffing resources;

coordinates recruitment and training activities to keep staff current on agency programs and performance objectives, manages activities of subcontractors; and reviews contract, operations, and management reports. The Project Manager shall attend all weekly meetings and keep the meeting minutes.

The Project Manager must meet one of the following:

• A bachelor’s degree in construction related field (Construction management, Construction science, Building science, or Civil/construction engineering) as well as a minimum of 5 years of experience managing projects similar in magnitude and complexity, or

• A professional certification (Project Management Professional certification, a Certified Professional

HSSCCG-16-R-00041

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