essay 2-3 pages Cost & Estimating
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CSMT 441
Organizing the Estimate
Lecture 4
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Classifying Estimates
• Estimates can also be classified as
– Square foot or cubic foot estimates
• Used when only proposed size of project is known
• Accuracy is usually -20% to 30%
– Assembly estimates
• Used as a budgetary control tool in planning stage
• Accuracy is usually -10% to 20%
– Unit price estimates
• Working plans and full specifications are required
for completing unit price estimate
• Most accurate one and time consuming
• Accuracy is usually -5% to 10% 2
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Organizing the Estimate • Organized using Uniformat II and CSI
Masterformat approaches
• Uniformat II
– Which is used for assemblies(or systems)
estimates
– It is organized in divisions
• A-Substructures
• B- Shell
• C-Interiors
• D-Services
• E- Equipment
• F-Special Construction
• G-Building Sitework 3
Organizing the Estimate • Uniformat II
– Each division is further broken down into
individual assembles.
– Each individual assembly incorporates several
different items into a system that is commonly
used in buildings.
– In the assembly format, a construction
component may appear within more than one
division, eg., concrete is found in substructure
as well as shell
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Organizing the Estimate
• CSI Master format
– Commonly used in unit price estimate (most
accurate estimate).
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The Construction Specification Institute (CSI)
– The Specifications provide;
• The description of the required materials and
equipment and their fabrication, quality,
workmanship, and/or installation details
– Estimates are organized using the CSI
• Developed standard format for organizing the
specifications known as the MasterFormat
• CSI were 15 (before 2004), now 50
• They are organized in divisions
• The CSI format ties with computer programs and
cost accounting systems
• It is not advisable to memorize the major divisions
as their constant usages will ensure mastery 6
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The Construction Specification Institute cont..
– Major divisions are
• Division 01 - General Requirements
• Division 02 - Existing Conditions
• Division 03 - Concrete
• Division 04 - Masonry
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Organizing the Estimate
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Organizing the Estimate
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3. Concrete
• 03 00 00: Concrete
• 03 10 00: Forming and Accessories
• 03 30 00: Cast-in-Place Concrete
• 03 40 00: Precast Concrete
• 03 50 00: Cast Decks and Underlay
• 03 60 00: Grouting
• 03 70 00: Mass Concrete
• 03 80 00: Cutting and Boring
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Contract Drawings
• Civil
• Landscaping
• Architectural
• Structural
• Mechanical, Electrical & Plumbing (MEP)
• Fire Protection
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Contract Drawings
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These six drawing types are the most common types, although some
buildings require other types as well.
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Contract Drawings
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Civil drawings
can cover a very
large area,
depending on
the project.
Contract Drawings
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Architectural
Drawings-
Roof
drawing
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Contract Drawings
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Architectural
Drawings-
Elevations
Contract Drawings
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Architectural
Drawings-
Detail
drawing
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Contract Drawings
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Structural
Drawings-A
foundation
plan shows
the footings
for this
building.
Contract Drawings
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Structural
Drawings-
Detail
drawings may
be needed in
all six
drawing types
to show
precisely how
components
should fit
together.
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Contract Drawings
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Mechanical Drawings
Contract Drawings
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Plumbing Drawings
The plumbing plan focuses on potable water distribution, sanitary and
sewage disposal, and fixtures
such as sinks and toilets.
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Contract Drawings
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Electrical Drawings
Power plans show how power is distributed…
Contract Drawings
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Electrical Plans
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Categories of Items
• Counted items
• Linear components
• Sheet and roll goods
• Volumetric goods
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Categories of Items cont..
• Counted items
– Wood and metal studs
– Joists and trusses
– Steel beams and columns
– Doors and windows
– Plumbing and electrical fixtures
– cabinets
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Categories of Items cont..
• Linear components
– Footing forms
– Continuous rebar
– Handrails
– Fascia board
– Sills and plates
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Categories of Items cont..
• Sheet and roll goods
– Wood sheeting
– Roofing
– Drywall
– Blocks and bricks
– Siding
– Steel decking
– Damp proofing
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Categories of Items cont..
• Volumetric goods
– Concrete
– Excavation
– Asphalt
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Wastes and Overlaps
• Allow for a percentage (usually 5-10%) for
overlaps and wastages
– Sheeting overlaps
– Concrete placing wastages
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