SAIL General Technical Specification - Engineering Projects India Ltd.

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General Technical Specification
5.6 Stone (granite, trap, sandstone, quartzite etc.)
5.6.1 Stone used shall be strong, durable, dense, compact, close grained, homogeneous, fire
resistant and shall be obtained from sources approved by Engineer. Stones shall
additionally be hard, sound, free from cracks, decay and other flaws or weathering and
shall be easily workable. Stones with round surfaces shall not be made use of.
5.6.2 Stones shall have a crushing strength of not less than 200 kg/cm2. Stones with lesser
crushing strength may be used in works with prior approval of the Engineer. Stones shall
be non-porous and when tested in accordance with IS : 1124 -1974 "Method of Test for
Determination of Water Absorption Etc.," shall show water absorption of less than 5% of its
dry weight when soaked in water for 24 hours. Tests for durability and wheathering shall be
done in accordance with IS : 1126-1974 and IS : 1125-1974 respectively. The working of
stones to required sizes and their dressing shall be as per IS : 1127-1970
"Recommendations for dimensions and workmanship of natural building stones for
masonry work" and IS : 1129 -1972 "Dressing of Natural Building Stones". Stones
especially limestone and sand stones shall be well seasoned by exposure to air before use
in construction works.
5.6.3 Size
5.6.4 Dressing
Normally stones shall be of size that could be lifted and placed by hand, between 20 to 30
kg per piece. The length of stones shall not exceed 3 times the height and the breadth on
base shall not be greater than 3/4 of the thickness of wall or less than 15cm. The height of
stone may be upto 30cm.
5.6.4.1 Random rubble
Stones shall be hammer dressed on the face, the sides, and the beds to enable it to come
into close proximity with the neighbouring stone. The bushings in the face shall not project
more than 4cm on all exposed faces and 2cm on a face to be plastered, nor shall it have
depressions more than 1cm from the average wall surface.
5.6.4.2 Coursed rubble - First sort
Face stones shall be hammer dressed on all beds, and joints, so as to give them
approximately rectangular block shape. These shall be squared on all joints and beds. The
bed joint shall be rough chisel dressed for atleast 5cm back from the face, and side joints
for atleast 4cm such that no portion of the dressed surface is more than 6mm from a
straight edge placed on it. The bushing on the face shall not project more than 4cm as an
exposed face and one cm on a face to be plastered. The hammer dressed stone shall also
have a rough tooling for a minimum width of 2.5cm along the four edges of the face of the
stone, when stone work is exposed.
5.6.4.3 Coursed rubble - Second sort
Dressing shall be as specified in 5.6.4.2 except that no portion of dressed surface shall
exceed 10mm from a straight edge placed on it as against 6mm for first sort.
5.6.4.4 Stone for veneering
Stone lining upto 8cm shall be treated as veneering work. The stone shall be cut into slabs
or required thickness along the planes parallel to the natural bed. Every stone shall be cut
to the required size and shape so as to be free from any waviness and to give truly vertical
and horizontal joints. Adjoining faces shall be fine chisel dressed to a depth of a 6mm, so
that when checked with a 60cm straight edge, no point varies from it by more than 1mm.
Civil
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GS-07