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FTA Oversight Procedures - Federal Transit Administration - U.S. ...

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o Development of strategies for minimizing costs for workers compensation insurance<br />

(the largest insurance cost in construction) such as pre-qualifying contractors with their<br />

safety “mod” limited to 1.0 or lower and other prequalification criteria, such as<br />

unresolved claims history;<br />

• Tradeoffs have been considered between large size contracts which are often more efficient<br />

due to coordination and scheduling constraints and small contracts that can attract industry<br />

interest and increase the number of bidders;<br />

• Construction industry information sessions have been held after advertisement in industry<br />

publications in order to attract regional, national, and international contractors.<br />

SCC 10 Guideway and Track elements<br />

Major or critical engineering decisions and design solutions are defined including rehabilitation<br />

or reuse of existing infrastructure, structures, facilities or systems including but not limited to<br />

the following:<br />

• Major or critical work details, structural element dimensions, design interfaces and physical<br />

interfaces are complete and well defined in terms of drawings, standards, criteria,<br />

specifications and contract package scopes.<br />

• Structural systems are established and dimensioned to show number of spans, span length,<br />

substructure design, etc.<br />

• Work descriptions and definitions used in designs or specifications are consistent and<br />

uniformly applied.<br />

• Trackwork is advanced to a level where single line schematics of the track layout, plan and<br />

profile drawings, dimensioned layouts of turnouts and crossovers, and tabulations of track<br />

geometry (horizontal and vertical curve data) have been defined; alignment of tunnel<br />

structure referenced to the center line of track and base of rail; guideway sections inclusive of<br />

tunnel and station cross sections consistently show the distance from centerline of track to<br />

critical clearance points such as walls, walkways and edges of platforms.<br />

• Special trackwork is adequately defined.<br />

• Tunnels are well defined in terms of access and egress, construction access and laydown,<br />

openings for stations, passage chambers, ventilation or emergency adits, sections and profiles<br />

depicting cross sections of major tunnel features; cross checked to adjacent building<br />

foundations and coordinated with the vehicle’s dynamic envelope, walkways, lighting,<br />

systems elements such as ventilation, communications and traction power and egress.<br />

SCC 20 Stations, Stops, Terminals, Intermodals<br />

• Major or critical engineering decisions and design solutions are defined including<br />

rehabilitation or reuse of existing structures, facilities or systems including but not limited to<br />

the following:<br />

o Station architecture is established. Building footprints are defined as is site access and<br />

egress to the public way for pedestrians, bicycles and motorized vehicles; station<br />

building floor plans show vertical circulation systems including stairs, elevators,<br />

escalators, dimensioned platforms, support spaces for mechanical and maintenance<br />

access; agent area, fare gate area, etc.; building sections and elevations illustrate the<br />

relationship of the station to grade (below, on-grade, elevated structure); mechanical,<br />

electrical and communications systems are described including station and track area<br />

OP 32C Project Scope Review<br />

Revision 0, June 2008<br />

Page A-3

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