A Vision To Clear Solutions.
The units of measurements (UOM) for civil engineering works are mainly categorised 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., are expressed in numbers.
b) Works consists linear measurements involve
length like cornice, fencing, hand rail, bands of specified width etc., are
expressed in running metres (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)
d) Works consists cubical contents which involve
volume like earth work, cement concrete, Masonry etc
are expressed in Cubic metres.
Table
below shows units of measurement of various items of civil engineering works
based on IS 1200.
S.no
|
Particulers of Item
|
Units of
measurement
|
Units of Payment
|
1
|
Earthwork
|
||
1.Earthwork in
excavation
|
CUM
|
Per CUM
|
|
2.Earthwork in
filling in foundation trenches
|
CUM
|
Per CUM
|
|
3.Earth work in
filling in plinth
|
CUM
|
Per CUM
|
|
2
|
Concrete
|
||
1.Lime concrete in
foundation
|
|||
2.Cement concrete
in lintels
|
|||
3. RCC in slab
|
|||
4.Cement concrete
or RCC in chujja, sunshade
|
|||
5.Lean concrete in
roof terracing (thickness specified)
|
SQM
|
Per SQM
|
|
6.Cement concrete
bed
|
CUM
|
Per CUM
|
|
7.Reinforced
concrete sunshade (specified width and height)
|
CUM
|
Per CUM
|
|
3
|
Damp proof course
(DPC) - thickness mentioned
|
SQM
|
Per SQM
|
4
|
Brick work
|
||
1.Brickwork in
foundation
|
CUM
|
Per CUM
|
|
2.Brickwork in
plinth
|
|||
3.Brickwork in
super structure
|
|||
4.Thin partition
walls
|
SQM
|
Per SQM
|
|
5.Brickwork in
arches
|
CUM
|
Per SQM
|
|
6.Reinforced
brickwork
|
CUM
|
Per CUM
|
|
5
|
Stone work
|
||
1.Stone masonry
|
CUM
|
Per CUM
|
|
6
|
Wood work
|
||
1.Doors and windows
frames or chaukhats, rafters, beams
|
CUM
|
Per CUM
|
|
2.Shutters of doors and windows (thickness
specified)
|
SQM
|
Per SQM
|
|
3.Doors and windows
fittings (like hinges, tower bolts, sliding bolts, handles)
|
Each
|
Per Each
|
|
7
|
Steel Work
|
||
1.Steel
reinforcement bars etc in RCC and reinforced brick work
|
Quintal
|
Per Quintal
|
|
2.Bending, binding
of steel reinforcement
|
Quintal
|
Per Quintal
|
|
3.Rivets, bolts and
nuts, anchor bolts, lewis bolts, holding down bolts
|
Quintal
|
Per Quintal
|
|
4.Iron hold fasts
|
|||
5.Iron railing
(height and types specified)
|
|||
6.Iron grills
|
SQM
|
Per SQM
|
|
8
|
Roofing
|
||
1.RCC and RB slab
roof (excluding steel)
|
CUM
|
Per CUM
|
|
2.Lean concrete
roof over and inclusive of tiles or brick or stone slab etc (thickness
specified)
|
SQM
|
Per SQM
|
|
3.Centering and
shuttering formwork
|
SQM
|
Per SQM
|
|
4.AC Sheet Roofing
|
SQM
|
Per SQM
|
|
9
|
Plastering, points
and finishing
|
||
1.Plastering -
cement or lime mortar (thickness and proportion specified)
|
SQM
|
Per SQM
|
|
2.Pointing
|
SQM
|
Per SQM
|
|
3.White washing,
colour washing, cement washing, (number of coats specified)
|
SQM
|
Per SQM
|
|
4.Distempering
(number of coats specified)
|
SQM
|
Per SQM
|
|
5.Painting,
varnishing (number of coats specified)
|
SQM
|
Per SQM
|
|
10
|
Flooring
|
||
1)25mm cement
concrete over 75mm lime concrete floor (including lean concrete)
|
SQM
|
Per SQM
|
|
2)25mm or 40mm
cement concrete floor
|
SQM
|
Per SQM
|
|
3)Doors and window
sills (CC or cement mortar plain)
|
SQM
|
Per SQM
|
|
11
|
Rain water pipe /
plain pipe
|
RM
|
Per RM
|
12
|
Steel wooden truss
|
Each
|
Per Each
|
13
|
Glass panels
(supply)
|
SQM
|
Per SQM
|
14
|
Fixing of glass
panels or cleaning
|
Each
|
Per Each
|
• SQM = Square meter
• CUM = Cubic meter
• RM = Running meter
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, labour,
fabrication tools and plant and all types of overheads for finished 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.
• Linear measurement shall be measured to the
nearest 0.01m.
• Areas shall be measured to the nearest 0.01
SQM
• 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 separately under 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 as:
• From foundation to plinth level
• From plinth to first floor level
• From first floor to second floor level and so
on.
No comments:
Post a Comment