Subhead 7.0: Stone Work

Subhead 7.0: Stone Work

Subhead 7.0 covers the specifications and requirements for stone work. Below is a detailed explanation of each section along with examples.

7.0 Terminology

1. Types of Stones:

  • Granite: Hard, durable, used for structural and decorative purposes.
  • Sandstone: Available in various colors, used for walls, flooring, and decorative elements.
  • Limestone: Often used in construction and as a base for roads.
  • Marble: Known for its aesthetic appeal, used for flooring, walls, and sculptures.

Example: Using marble for the flooring in a grand entrance hall for its elegant appearance.

7.1 Random Rubble Stone Masonry

7.1.1 Material: Stones should be hard, durable, and free from defects.

7.1.2 Size of Stone: Stones should not exceed 30 cm in height and 3/4th the thickness of the wall in breadth.

7.1.3 Dressing: Stones should be hammer dressed to roughly rectangular shapes.

7.1.4 Mortar: Mortar for jointing should be as specified.

7.1.5 Laying: Stones should be laid on their natural beds, solidly bedded in mortar with close joints.

7.1.6 Bond Stones: Provided to ensure stability, should be spaced at specified intervals.

7.1.7 Joints: Should be fully packed with mortar and not more than 20 mm thick.

7.1.8 Scaffolding: Single scaffolding with one set of vertical supports allowed.

7.1.9 Curing: Masonry should be kept moist for a minimum of 7 days for cement mortar.

7.1.10 Measurements: Measured in cubic meters correct to two places of decimal.

Example: Building a garden wall using random rubble stone masonry to give a rustic appearance.

7.2 Coursed Rubble Masonry - First Sort

7.2.1 Stone: Similar specifications as random rubble stone masonry.

7.2.2 Size of Stone: Stones should be squared on all joints and beds.

7.2.3 Dressing: Face stones should be hammer dressed on all beds and joints.

7.2.4 Mortar: Mortar should be as specified.

7.2.5 Laying: Stones should be laid in courses with uniform height.

Example: Constructing the external wall of a building with coursed rubble masonry for a traditional look.

7.3 Coursed Rubble Masonry - Second Sort

7.3.1 Stone: Same as coursed rubble masonry first sort.

7.3.2 Size of Stone: Stones should be squared on all joints and beds.

7.3.3 Dressing: Roughly dressed stones, not exceeding 40 mm from a straight edge.

7.3.4 Mortar: As specified.

7.3.5 Laying: Laid in courses with uniform height.

Example: Using second sort coursed rubble masonry for the construction of a retaining wall.

7.4 Plain Ashlar Masonry

7.4.1 Stone: Should be hard, sound, and durable.

7.4.2 Size of Stone: Stones should not exceed three times their height in length.

7.4.3 Dressing: Stones should be finely dressed to a uniform finish.

7.4.4 Mortar: As specified.

7.4.5 Laying: Stones should be laid in regular courses.

7.4.6 Bond Stones: Provided as specified.

7.4.7 Joints: Should be full of mortar, not more than 6 mm thick.

7.4.8 Pointing: All exposed joints should be pointed with mortar.

7.4.9 Curing: Kept moist for a minimum of 7 days.

7.4.10 Protections: Green work should be protected from rain.

7.4.11 Scaffolding: Double scaffolding should be provided where necessary.

7.4.12 Measurements: Measured in cubic meters.

Example: Constructing a facade with plain ashlar masonry for a smooth and refined appearance.

7.5 Punched Ashlar (Ordinary) Masonry

7.5.1 Stone: As specified in 7.4.1.

7.5.2 Size of Stone: As specified in 7.4.2.

7.5.3 Dressing: Faces exposed to view should have a fine dressed chisel draft.

7.5.4 Other Details: Same as specified in 7.4.

Example: Using punched ashlar masonry for the external walls of a heritage building to match historical aesthetics.

7.6 Moulded, Sunk, Carved Ashlar Masonry

7.6.1 Stone: As specified in 7.4.1.

7.6.2 Dressing: Every stone should be cut to the required size and shape, finely dressed.

7.6.3 Sample: A sample of dressed stone should be prepared for approval.

7.6.4 Other Details: As specified in 7.4.

7.6.5 Centering and Shuttering: Required for arch, dome, or circular moulded work.

7.6.6 Measurements: Dimensions of dressed stone used in work measured correctly.

Example: Constructing a carved stone archway with detailed mouldings for an architectural feature.

7.7 Stone Veneering Work

Shifted to Sub Head 8: Cladding Work.

7.8 Stone Chajja

7.8.1 Stone Slabs: Should be hard, sound, and durable.

7.8.2 Sloping Chajja: Stone should be sloped as specified.

Example: Using stone chajja for overhanging eaves in a traditional style building to protect windows from rain.

7.9 Shelves, Coping, Plain, Cornices, String Courses, etc.

Measurements: Length, breadth, and height measured correctly.

Rate: Includes cost of all materials and labor.

Example: Installing stone coping on a parapet wall for a clean finish and protection from water ingress.

7.10 Stone Jali

7.10.1 Stone: As specified in 7.4.1.

7.10.2 Dressing and Fixing: Stone should be cut into slabs for jali and fixed as per drawings.

7.10.3 Measurements: Measured in square meters.

7.10.4 Rate: Includes cost of materials and labor.

Example: Installing stone jali in a window opening for decorative purposes while allowing ventilation.

7.10A Stone Work in or Under Water and/or in Liquid Mud & Under Foul Position

7.10A.1 Water Removal: Adequate measures for bailing and pumping out water during work.

7.10A.2 Pumping Capacity: Decided in consultation with Engineer-in-Charge.

7.10A.3 Classification:

  • Work in or under water and/or liquid mud: Stone work met with water.
  • Work in or under foul position: Stone work where sewage or gases are present.

Example: Constructing a foundation wall below the water table with appropriate dewatering measures.

Thu Aug 8, 2024

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