General
Estimating is the technique of
calculating or computing the variousquantities and the expected Expenditure to
be incurred on a particular work orproject. In case the funds available are
less than the estimated cost the work isdone in part or by reducing it or
specifications are altered, the following requirementare necessary for
preparing an estimate.
1. Drawings like plan, elevation and sections of important points.
2. Detailed specifications about workmanship& properties of
materials etc.
3. Standard schedule of rates of the current year.
UNITS OF
MEASUREMENTS
The units of measurements are mainly
categorized for their nature, shape and size and for making payments to the
contractor and also. The principle of units of measurements normally consists
the following:
a) Single units work like doors, windows, trusses etc., is
expressed in numbers.
b)
Works consists linear measurements
involve length like cornice, fencing, hand rail, bands of specified width etc.,
are expressed in running meters (RM)
c) Works consists areal surface measurements
involve area like plastering, white washing, partitions of specified thickness
etc., and are expressed in square meters
(m2)
Works consists cubical contents which involve volume like earth
work, cement concrete, Masonry etc are expressed in Cubic metres.
RULES FOR MEASUREMENT
The rules for measurement of each item are
invariably described in IS- 1200. However some of the general rules are listed
below.
1.Measurement shall be made for finished item of work and
description of each item shall include materials, transport, labor, fabrication
tools and plant and all types of overheads for finishing the work in required
shape, size and specification.
2. In booking, the
order shall be in sequence of length, breadth and height or thickness
3. All works shall be measured subject to the
following tolerances.
I)
linear measurement shall be measured
to the nearest 0.01m.
II)
Areas shall be measured to the
nearest 0.01 sq.m
4.Cubic contents shall be worked-out to the nearest 0.01 cum
4. Same type of work
under different conditions and nature shall be measured separatelyunder separate items.
5.The bill of quantities shall fully describe
the materials, proportions, workmanships and accurately
represent the work to be executed.
6.In case of
masonry (stone or brick) or structural concrete, the categories shall be
measured separately and the heights shall be described:
a) From foundation to plinth level
b) From plinth level to first floor level
c) From Fist floor to second floor level and so on.
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