This document provides the third revision of the Indian Standard IS 1200 (Part 14) from 1984 on the method of measurement of glazing in building and civil engineering works. It outlines the general rules for measurement including clubbing of items, booking dimensions, description of items, and measurements. It specifies that work will be measured in square meters stating the thickness. It provides details on measuring individual glass panes and different types of cutting. Amendments were made in 2002 to update clauses 3.1.1 and 3.2 related to measuring non-rectangular panes.
This document outlines standards and methods for measuring painting, polishing, varnishing and other similar works in building and civil engineering projects. It provides definitions and rules for measurement, including measuring in square meters, enumerating small items, and converting uneven surfaces to equivalent plain areas using multiplication factors. The document also specifies how to measure works on different types of surfaces, fabricated steel or iron works, small linear works, and repair works.
This document provides the Indian Standard method of measurement for ceiling and lining works in building and civil engineering projects. It outlines the general rules for measurement, including measuring dimensions to the nearest 0.01 m and areas to the nearest 0.01 m2. Various ceiling and lining items such as boarding, circular cutting, fillets, and insulation are to be measured separately according to specifications. No deductions are made for openings less than 0.4 m2 while deductions are made for larger openings.
This document provides information on Indian Standard IS: 1200 (Part VII) - 1972, which outlines the method of measurement for hardware in buildings and civil engineering works. It establishes standards for measuring various types of hardware items based on their material, size, pattern, and method of fixing. The document lists the specific measurement methods for 33 different hardware items such as bolts, hinges, latches, locks, handles, and other fittings. It aims to standardize hardware measurement practices across different construction agencies and government departments in India.
This document provides the method of measurement for refractory work according to Indian Standard IS: 1200 (Part VI) - 1974. It outlines the general rules for measurement including measuring dimensions to the nearest 0.01 m and areas to the nearest 0.01 m2. Refractory work is generally measured in cubic meters, with deductions made for voids over 0.01 m2. Insulation materials and finishes are measured separately.
This document provides standards for measuring roof coverings (including cladding) for building and civil engineering works projects. It outlines:
1) Key terms and approaches to measurement including clubbing items, booking dimensions, and measuring areas to the nearest 0.01 square meters.
2) Specific requirements for measuring different roof covering materials like metal sheet roofings, asbestos cement roofing, and other elements. Dimensions are to be recorded to the nearest 0.01 meters.
3) Opening sizes that require deductions from measurement or enumeration of cutting work. Ridges, hips and valleys are to be measured along the central line in running meters.
This standard aims to unify measurement practices across different construction agencies
This document is the Indian Standard for the method of measurement of building and civil engineering works, specifically part XI which covers paving, floor finishes, dado and skirting. It provides definitions and guidelines for accurately measuring and describing various paving, flooring and finishing items. This includes measuring materials, dimensions, cuttings, special features and more. The standard aims to promote uniformity in measurement practices across different organizations for estimation, execution and payment of construction projects.
This document is the Indian Standard Methods of Measurement of Building and Civil Engineering Works Part 8 Steelwork and Ironwork. It provides the standard methods for measuring steelwork and ironwork used in buildings and civil engineering projects. The standard covers 13 sections that classify and describe the measurement of various steel and iron items. This includes rolled sections, platework, reinforcement bars, tubular structures, gates, doors, ductwork and more. Dimensions are to be recorded to the nearest 0.001m and mass calculated based on dimensions and standards.
This document provides the Indian standard methods for measuring building and civil engineering works, specifically for white washing, colour washing, distempering, and painting of building surfaces. It outlines general rules for measurement including clubbing items, dimensions, descriptions, bills of quantities, and classifications. It also describes how to measure various surfaces and treat openings, deductions, and uneven surfaces. Measurement is to be done in square meters to two decimal places.
This document outlines standards and methods for measuring painting, polishing, varnishing and other similar works in building and civil engineering projects. It provides definitions and rules for measurement, including measuring in square meters, enumerating small items, and converting uneven surfaces to equivalent plain areas using multiplication factors. The document also specifies how to measure works on different types of surfaces, fabricated steel or iron works, small linear works, and repair works.
This document provides the Indian Standard method of measurement for ceiling and lining works in building and civil engineering projects. It outlines the general rules for measurement, including measuring dimensions to the nearest 0.01 m and areas to the nearest 0.01 m2. Various ceiling and lining items such as boarding, circular cutting, fillets, and insulation are to be measured separately according to specifications. No deductions are made for openings less than 0.4 m2 while deductions are made for larger openings.
This document provides information on Indian Standard IS: 1200 (Part VII) - 1972, which outlines the method of measurement for hardware in buildings and civil engineering works. It establishes standards for measuring various types of hardware items based on their material, size, pattern, and method of fixing. The document lists the specific measurement methods for 33 different hardware items such as bolts, hinges, latches, locks, handles, and other fittings. It aims to standardize hardware measurement practices across different construction agencies and government departments in India.
This document provides the method of measurement for refractory work according to Indian Standard IS: 1200 (Part VI) - 1974. It outlines the general rules for measurement including measuring dimensions to the nearest 0.01 m and areas to the nearest 0.01 m2. Refractory work is generally measured in cubic meters, with deductions made for voids over 0.01 m2. Insulation materials and finishes are measured separately.
This document provides standards for measuring roof coverings (including cladding) for building and civil engineering works projects. It outlines:
1) Key terms and approaches to measurement including clubbing items, booking dimensions, and measuring areas to the nearest 0.01 square meters.
2) Specific requirements for measuring different roof covering materials like metal sheet roofings, asbestos cement roofing, and other elements. Dimensions are to be recorded to the nearest 0.01 meters.
3) Opening sizes that require deductions from measurement or enumeration of cutting work. Ridges, hips and valleys are to be measured along the central line in running meters.
This standard aims to unify measurement practices across different construction agencies
This document is the Indian Standard for the method of measurement of building and civil engineering works, specifically part XI which covers paving, floor finishes, dado and skirting. It provides definitions and guidelines for accurately measuring and describing various paving, flooring and finishing items. This includes measuring materials, dimensions, cuttings, special features and more. The standard aims to promote uniformity in measurement practices across different organizations for estimation, execution and payment of construction projects.
This document is the Indian Standard Methods of Measurement of Building and Civil Engineering Works Part 8 Steelwork and Ironwork. It provides the standard methods for measuring steelwork and ironwork used in buildings and civil engineering projects. The standard covers 13 sections that classify and describe the measurement of various steel and iron items. This includes rolled sections, platework, reinforcement bars, tubular structures, gates, doors, ductwork and more. Dimensions are to be recorded to the nearest 0.001m and mass calculated based on dimensions and standards.
This document provides the Indian standard methods for measuring building and civil engineering works, specifically for white washing, colour washing, distempering, and painting of building surfaces. It outlines general rules for measurement including clubbing items, dimensions, descriptions, bills of quantities, and classifications. It also describes how to measure various surfaces and treat openings, deductions, and uneven surfaces. Measurement is to be done in square meters to two decimal places.
This document provides standards for measuring plastering and pointing work for buildings and civil engineering projects. It outlines how to classify, describe and measure different types of plastering based on materials used and number of coats. Plastering on walls, ceilings and roofs is to be measured separately. Isolated widths of plaster like bands and cornices less than 30cm wide are measured in running meters, while those over 30cm wide are in square meters. Plastering heights over 10m are also measured separately in 5m stages. Cutting to edges may be separately measured or included in item descriptions.
This document outlines the Indian Standard method for measuring concrete works in building and civil engineering projects. It provides the scope, general rules, and describes the items to be included in measurement. The standard aims to unify different measurement systems used across construction agencies and government departments in India to eliminate ambiguities and issues arising from a lack of understanding of various practices. It covers measurement of concrete works applicable to structures like buildings, bridges, industrial facilities, and more.
This document outlines Indian Standard IS:1200 (Part III) - 1976, which provides the method of measuring brickwork in buildings and civil engineering projects. It was last revised in 1976 to incorporate amendments from usage over the previous 5 years. The standard covers measuring brickwork items individually or grouped together, recording dimensions, and taking net measurements in decimal units of the completed brickwork in its fixed position. It aims to standardize measurement practices across different construction agencies and sectors in India.
This document provides standards for measuring stone masonry work in building and civil engineering projects. It outlines how to measure and describe various stone masonry elements including general walling, random rubble walling, coursed walling, circular walling, footings, battered surfaces, eaves filling, and more. The document also specifies what should and should not be deducted from measurement calculations and provides guidance on measuring fireplaces, chimneys, pillars and stone nogging.
This document provides the Indian Standard method for measuring acid resistant lining work in building and civil engineering projects. It outlines the general principles for measurement, including measuring to the nearest 0.01m and squaring off areas to 2 decimal places. It then describes the specific methods for measuring different types of acid resistant lining works, such as floors, drains, tanks with and without capping, rectangular and circular foundations. Curved surfaces, repairs and isolated small areas are to be described and measured separately.
This document is the Indian Standard Method of Measurement of Building and Civil Engineering Works Part V - Formwork (Third Revision). It provides definitions and rules for the measurement of formwork used in construction projects. The standard classifies formwork into categories such as foundations, floors, walls, beams, columns and establishes methods for measurement based on surface area. Deductions and additions to measurements are also specified depending on the type and size of openings and features. The document aims to standardize formwork measurement practices across India.
The document provides guidelines for selecting, splicing, installing, and protecting open cable ends for resistance-type measuring devices in concrete and masonry dams. It discusses cable specifications, approved splicing methods including vulcanized rubber splices, rubber sleeve covering, and self-bonding tape. It also covers cable and conduit selection, including choosing the proper conduit size based on the number and size of cables to be run. Proper installation techniques are outlined to protect cable runs within concrete structures.
This document provides the specifications for portable swing weighbatchers used for weighing concrete materials like sand, aggregate and cement. It outlines the key components of single and double bucket weighbatchers including the chassis, swing carriage, weigh buckets, weighing mechanism and wheels. The document specifies material and construction requirements, size and capacity details, and performance standards for weighbatchers. Tolerances of 1% or less for weighing accuracy are required under normal operating conditions.
This document outlines testing methods to evaluate bond strength between concrete and reinforcing bars. It describes procedures for pull-out tests using concrete cubes with embedded reinforcing bars. Specimen sizes are based on bar diameters up to 25mm being tested in 150mm cubes, and larger bars in 225mm cubes. Apparatus includes molds, dial micrometers to measure slip, and a testing machine capable of pulling the bar at a specified rate while measuring slip.
This document outlines specifications for reinforced concrete dust bins in India, including:
- Dimensions and reinforcement requirements for circular and square bins of various sizes
- Minimum concrete thicknesses and reinforcement based on bin size
- Door, lid, and drainage hole requirements
- Marking information to be included on each bin
The specifications are intended to standardize dust bin construction across municipalities and organizations in India. Precise dimensions, materials, and construction details are provided to guide manufacturers.
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
This document provides a proforma for estimating the unit rate of concrete used in mechanized construction of river valley projects. The proforma breaks down the unit rate into various cost components such as materials, transportation, batching and mixing, placement, curing, overhead costs, and machinery costs. It specifies that separate rates should be estimated for each type of concrete and includes notes on including overhead expenses as a percentage of prime costs and accounting for machinery depreciation, installation, operation, repairs, and dismantling. The proforma is a standardized template to uniformly estimate and compare concrete unit rates across different river valley projects.
This document provides the code of practice for external cement concrete facings (Part II). It outlines the necessary information, materials, design considerations, and types of facings and attachment methods for concrete facing work. Some key points include:
- Precast concrete facing blocks must conform to IS 2185-1962 and have special treatment for durability, color, and surface texture. Common facing slab size is 60x40x3 cm.
- Materials for cramps and metal angle supports must resist corrosion. Mortar materials include cement, sand, lime, and surkhi.
- Structural design must consider wind loads per IS 875-1964 and stresses from facing weight.
- There are two
This 3-sentence summary provides an overview of the key details from the document:
The document is an Indian Standard from 1992 that outlines a method of measurement for earthwork done by mechanical appliances like tractors, dozers, and scrapers in building and civil engineering works. It establishes classifications for different types of soils, general rules for measurement, and methods for measuring excavation, embankments, leads, lifts, and removing trees. The standard aims to provide a uniform methodology for measuring earthwork performed using mechanical equipment.
IRJET- Parametrical Study of Different Shapes of Shear Wall in High Rise Symm...IRJET Journal
This document analyzes the performance of different shaped shear walls (I, T, U, and Z shapes) in high-rise symmetrical buildings under seismic loading. A 20-story building model was created in ETABS with the total concrete volume kept similar for each shear wall shape. Dynamic analysis was performed considering seismic zones III and V with soil types I and III. Results for time period, story drift, story shear, and story displacement were compared for each model. The analysis showed that I-shaped walls performed best in the x-direction while U-shaped walls were best in the y-direction. Thinner walls with larger flanges (model 2) generally had better performance than other designs. T-shaped walls saw higher
This document summarizes a research paper on the design and development of a fixture for an eccentric shaft. It discusses the need for properly designed fixtures to hold eccentric workpieces securely during manufacturing operations. The paper reviews various aspects of fixture design, including locating methods, clamping elements, materials used, and the role of computer-aided fixture design (CAFD) systems in analyzing and optimizing fixture layout. The document examines several studies on topics like conformability metrics, the effects of design parameters, and algorithms for automatically generating optimal fixture configurations.
This document provides details on an Indian standard for concrete vibrators of the screed board type. It outlines:
1. The scope, covering materials, sizes, construction, assembly and performance of screed board concrete vibrators.
2. Terminology for key terms like amplitude of vibration, eccentric shaft, screed board, vibrating unit, etc.
3. Material requirements for parts like the eccentric shaft, tube, rivets, springs and V-belts.
4. Common size designations for screed board vibrators of 3, 4 and 5 meters in length.
5. Construction details covering the mounting of the vibrating unit, positioning, enclosure, lubrication and
This document discusses glazing design and various glazing options. It describes different types of glazing materials like single pane glass, double glazing, gas filled windows and low-e coatings. Frame materials include wood, vinyl, aluminum and fiberglass. Properties of glazing materials like u-values and sound transmission are covered. The document also addresses inert gas filling, coatings, spacers, seals and factors to consider like movement, moisture control and durability.
This document provides a summary of an Indian Standard (IS 800:2007) that outlines general guidelines for steel construction. Some key points:
- IS 800 covers general construction using hot rolled steel sections joined by riveting, bolting, and welding.
- It provides guidance on loads to consider in design, referring to other standards for specifics on dead, live, snow, wind, and earthquake loads.
- Fabrication and erection requirements are general in nature to ensure minimum quality consistent with design assumptions.
- The standard was revised to update it based on the latest developments and state-of-the-art in steel construction technology.
- The revision incorporated limit state design principles and allowed
Glass has been manufactured in New Zealand for over 100 years and is commonly used in windows, bottles, jars, and other household items. It is produced through a two-step process of batch mixing and melting where ingredients such as silica, sodium carbonate, and calcium carbonate are heated to high temperatures to form molten glass, which is then shaped for different applications such as plate glass or molded containers. Glass is durable, safe when strengthened through processes like toughening or lamination, can provide fire resistance, and is readily recycled from old materials.
The document is the Indian Standard code for plain and reinforced concrete. It provides guidelines for concrete mix design, quality control, construction practices, and structural design using both working stress and limit state methods. The 2000 revision incorporates changes to improve durability, simplify acceptance criteria, include higher concrete grades, and provide more guidance on factors affecting long-term performance of concrete structures. It aims to harmonize with international standards while addressing developments in concrete technology.
The document discusses three building construction materials: aluminum composite panels (ACP), curtain walls, and structural glazing. ACP sheets are thin aluminum sheets bonded to a non-aluminum core used for cladding, ceilings, and partitions. Curtain walls are non-structural exterior walls that keep weather out while allowing natural light in. They must be designed to handle loads and prevent air/water penetration. Structural glazing bonds glass directly to a building's structure using high-strength, high-performance silicone sealants to transfer wind loads from the glass.
This document provides standards for measuring plastering and pointing work for buildings and civil engineering projects. It outlines how to classify, describe and measure different types of plastering based on materials used and number of coats. Plastering on walls, ceilings and roofs is to be measured separately. Isolated widths of plaster like bands and cornices less than 30cm wide are measured in running meters, while those over 30cm wide are in square meters. Plastering heights over 10m are also measured separately in 5m stages. Cutting to edges may be separately measured or included in item descriptions.
This document outlines the Indian Standard method for measuring concrete works in building and civil engineering projects. It provides the scope, general rules, and describes the items to be included in measurement. The standard aims to unify different measurement systems used across construction agencies and government departments in India to eliminate ambiguities and issues arising from a lack of understanding of various practices. It covers measurement of concrete works applicable to structures like buildings, bridges, industrial facilities, and more.
This document outlines Indian Standard IS:1200 (Part III) - 1976, which provides the method of measuring brickwork in buildings and civil engineering projects. It was last revised in 1976 to incorporate amendments from usage over the previous 5 years. The standard covers measuring brickwork items individually or grouped together, recording dimensions, and taking net measurements in decimal units of the completed brickwork in its fixed position. It aims to standardize measurement practices across different construction agencies and sectors in India.
This document provides standards for measuring stone masonry work in building and civil engineering projects. It outlines how to measure and describe various stone masonry elements including general walling, random rubble walling, coursed walling, circular walling, footings, battered surfaces, eaves filling, and more. The document also specifies what should and should not be deducted from measurement calculations and provides guidance on measuring fireplaces, chimneys, pillars and stone nogging.
This document provides the Indian Standard method for measuring acid resistant lining work in building and civil engineering projects. It outlines the general principles for measurement, including measuring to the nearest 0.01m and squaring off areas to 2 decimal places. It then describes the specific methods for measuring different types of acid resistant lining works, such as floors, drains, tanks with and without capping, rectangular and circular foundations. Curved surfaces, repairs and isolated small areas are to be described and measured separately.
This document is the Indian Standard Method of Measurement of Building and Civil Engineering Works Part V - Formwork (Third Revision). It provides definitions and rules for the measurement of formwork used in construction projects. The standard classifies formwork into categories such as foundations, floors, walls, beams, columns and establishes methods for measurement based on surface area. Deductions and additions to measurements are also specified depending on the type and size of openings and features. The document aims to standardize formwork measurement practices across India.
The document provides guidelines for selecting, splicing, installing, and protecting open cable ends for resistance-type measuring devices in concrete and masonry dams. It discusses cable specifications, approved splicing methods including vulcanized rubber splices, rubber sleeve covering, and self-bonding tape. It also covers cable and conduit selection, including choosing the proper conduit size based on the number and size of cables to be run. Proper installation techniques are outlined to protect cable runs within concrete structures.
This document provides the specifications for portable swing weighbatchers used for weighing concrete materials like sand, aggregate and cement. It outlines the key components of single and double bucket weighbatchers including the chassis, swing carriage, weigh buckets, weighing mechanism and wheels. The document specifies material and construction requirements, size and capacity details, and performance standards for weighbatchers. Tolerances of 1% or less for weighing accuracy are required under normal operating conditions.
This document outlines testing methods to evaluate bond strength between concrete and reinforcing bars. It describes procedures for pull-out tests using concrete cubes with embedded reinforcing bars. Specimen sizes are based on bar diameters up to 25mm being tested in 150mm cubes, and larger bars in 225mm cubes. Apparatus includes molds, dial micrometers to measure slip, and a testing machine capable of pulling the bar at a specified rate while measuring slip.
This document outlines specifications for reinforced concrete dust bins in India, including:
- Dimensions and reinforcement requirements for circular and square bins of various sizes
- Minimum concrete thicknesses and reinforcement based on bin size
- Door, lid, and drainage hole requirements
- Marking information to be included on each bin
The specifications are intended to standardize dust bin construction across municipalities and organizations in India. Precise dimensions, materials, and construction details are provided to guide manufacturers.
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
This document provides a proforma for estimating the unit rate of concrete used in mechanized construction of river valley projects. The proforma breaks down the unit rate into various cost components such as materials, transportation, batching and mixing, placement, curing, overhead costs, and machinery costs. It specifies that separate rates should be estimated for each type of concrete and includes notes on including overhead expenses as a percentage of prime costs and accounting for machinery depreciation, installation, operation, repairs, and dismantling. The proforma is a standardized template to uniformly estimate and compare concrete unit rates across different river valley projects.
This document provides the code of practice for external cement concrete facings (Part II). It outlines the necessary information, materials, design considerations, and types of facings and attachment methods for concrete facing work. Some key points include:
- Precast concrete facing blocks must conform to IS 2185-1962 and have special treatment for durability, color, and surface texture. Common facing slab size is 60x40x3 cm.
- Materials for cramps and metal angle supports must resist corrosion. Mortar materials include cement, sand, lime, and surkhi.
- Structural design must consider wind loads per IS 875-1964 and stresses from facing weight.
- There are two
This 3-sentence summary provides an overview of the key details from the document:
The document is an Indian Standard from 1992 that outlines a method of measurement for earthwork done by mechanical appliances like tractors, dozers, and scrapers in building and civil engineering works. It establishes classifications for different types of soils, general rules for measurement, and methods for measuring excavation, embankments, leads, lifts, and removing trees. The standard aims to provide a uniform methodology for measuring earthwork performed using mechanical equipment.
IRJET- Parametrical Study of Different Shapes of Shear Wall in High Rise Symm...IRJET Journal
This document analyzes the performance of different shaped shear walls (I, T, U, and Z shapes) in high-rise symmetrical buildings under seismic loading. A 20-story building model was created in ETABS with the total concrete volume kept similar for each shear wall shape. Dynamic analysis was performed considering seismic zones III and V with soil types I and III. Results for time period, story drift, story shear, and story displacement were compared for each model. The analysis showed that I-shaped walls performed best in the x-direction while U-shaped walls were best in the y-direction. Thinner walls with larger flanges (model 2) generally had better performance than other designs. T-shaped walls saw higher
This document summarizes a research paper on the design and development of a fixture for an eccentric shaft. It discusses the need for properly designed fixtures to hold eccentric workpieces securely during manufacturing operations. The paper reviews various aspects of fixture design, including locating methods, clamping elements, materials used, and the role of computer-aided fixture design (CAFD) systems in analyzing and optimizing fixture layout. The document examines several studies on topics like conformability metrics, the effects of design parameters, and algorithms for automatically generating optimal fixture configurations.
This document provides details on an Indian standard for concrete vibrators of the screed board type. It outlines:
1. The scope, covering materials, sizes, construction, assembly and performance of screed board concrete vibrators.
2. Terminology for key terms like amplitude of vibration, eccentric shaft, screed board, vibrating unit, etc.
3. Material requirements for parts like the eccentric shaft, tube, rivets, springs and V-belts.
4. Common size designations for screed board vibrators of 3, 4 and 5 meters in length.
5. Construction details covering the mounting of the vibrating unit, positioning, enclosure, lubrication and
This document discusses glazing design and various glazing options. It describes different types of glazing materials like single pane glass, double glazing, gas filled windows and low-e coatings. Frame materials include wood, vinyl, aluminum and fiberglass. Properties of glazing materials like u-values and sound transmission are covered. The document also addresses inert gas filling, coatings, spacers, seals and factors to consider like movement, moisture control and durability.
This document provides a summary of an Indian Standard (IS 800:2007) that outlines general guidelines for steel construction. Some key points:
- IS 800 covers general construction using hot rolled steel sections joined by riveting, bolting, and welding.
- It provides guidance on loads to consider in design, referring to other standards for specifics on dead, live, snow, wind, and earthquake loads.
- Fabrication and erection requirements are general in nature to ensure minimum quality consistent with design assumptions.
- The standard was revised to update it based on the latest developments and state-of-the-art in steel construction technology.
- The revision incorporated limit state design principles and allowed
Glass has been manufactured in New Zealand for over 100 years and is commonly used in windows, bottles, jars, and other household items. It is produced through a two-step process of batch mixing and melting where ingredients such as silica, sodium carbonate, and calcium carbonate are heated to high temperatures to form molten glass, which is then shaped for different applications such as plate glass or molded containers. Glass is durable, safe when strengthened through processes like toughening or lamination, can provide fire resistance, and is readily recycled from old materials.
The document is the Indian Standard code for plain and reinforced concrete. It provides guidelines for concrete mix design, quality control, construction practices, and structural design using both working stress and limit state methods. The 2000 revision incorporates changes to improve durability, simplify acceptance criteria, include higher concrete grades, and provide more guidance on factors affecting long-term performance of concrete structures. It aims to harmonize with international standards while addressing developments in concrete technology.
The document discusses three building construction materials: aluminum composite panels (ACP), curtain walls, and structural glazing. ACP sheets are thin aluminum sheets bonded to a non-aluminum core used for cladding, ceilings, and partitions. Curtain walls are non-structural exterior walls that keep weather out while allowing natural light in. They must be designed to handle loads and prevent air/water penetration. Structural glazing bonds glass directly to a building's structure using high-strength, high-performance silicone sealants to transfer wind loads from the glass.
The document discusses various acoustic panel materials and their properties that can be used to improve acoustics in auditoriums. It describes acoustic panels made of sound absorbing cotton and aluminum frames that provide wide frequency sound absorption. It also mentions decorative acoustic wall panels that have both acoustic and decorative functions. Acoustic tiles, drywall, carpet, foam and eco-friendly absorption materials are outlined with their acoustic properties and applications in rooms where optimal sound is desired such as recording studios, theaters and meeting halls. Seating for auditoriums is also covered, describing molded foam, finishes and numbered/identified seats for ease of use.
This document discusses various types of acoustical materials used to control sound, including sound absorbers, diffusers, barriers, and reflectors. It provides details on common sound absorbing materials like acoustical foam panels, fabric-wrapped panels, wall coverings, ceiling tiles, and baffles. These materials use porous materials like foam, fiberglass, and fabrics to absorb sound waves. The document also briefly mentions sound diffusers which scatter sound reflections instead of absorbing them.
This document provides the Indian standard method for measuring brickwork in buildings and civil engineering projects. It outlines various considerations and definitions for measurement including units of measurement, general requirements, and specific instructions for different types of brickwork. Key points include defining what is included in general brickwork, how to measure walls of varying thicknesses, openings and deductions, and special cases like fireplaces, pillars, and circular brickwork. The standard aims to promote uniform measurement practices across different construction agencies and projects in India.
This document provides guidelines for measuring stone masonry works in buildings and civil engineering projects. It outlines various considerations for measurement including general provisions, walling, pillars/columns, stone nogging, stone masonry in arches and vaults, underpinning, and levelling up. Key aspects covered are clubbing of items, booking dimensions, separate measurement for work in difficult conditions, and deductions or additions to be made during measurement.
This document provides standards for measuring concrete works in building and civil engineering projects. It outlines various categories of concrete works that should be measured separately, such as reinforced concrete, prestressed concrete, precast and cast in situ concrete. Measurement units, deductions, and classification of concrete elements like foundations, walls, slabs, columns, beams etc. are described. The purpose is to standardize measurement practices across different agencies for accurate estimation, costing and payment.
This document provides a summary of the Indian Standard for the method of measurement of formwork for building and civil engineering works. It outlines various classifications and methods for measuring formwork, including foundations, flat surfaces, vertical surfaces, sloping surfaces, arches, shells and more. The summary defines key aspects of formwork and how it should be measured based on type, size and other factors.
IS 1200_1974_RF 2007_PART 2_CONCRETE WORK.pdfkaushal shah
The key points are:
1. The Parliament of India aims to provide citizens access to information held by public authorities to promote transparency and accountability.
2. The attached Bureau of Indian Standards publication on a public safety standard is being made publicly available as it is of particular interest to disadvantaged communities and those in education.
3. The standard is being disclosed to promote timely and accurate dissemination of this information
This document provides guidelines for the design and construction of raft foundations. It discusses different types of raft foundations and factors to consider in the design such as allowable bearing pressure, depth of foundation, subsoil water pressure, properties of the supporting soil, rigidity of the foundation and superstructure, and methods of analysis. The main methods of analysis described are the conventional or rigid foundation method based on linear distribution of contact pressure, and simplified flexible foundation methods. Design parameters like modulus of elasticity and subgrade reaction are also addressed.
This document provides the standard form and dimensions for bending and fixing reinforcement bars for concrete structures according to Indian Standard IS: 2502-1963. It specifies the symbols and approximate dimensions for bar bends, as well as the bending and fixing procedures. Tables are included that define the standard hook and bend allowances, curved bar radii, bending and cutting tolerances, and other key specifications for reinforcement bar fabrication according to this Indian code of practice.
This document provides the summary of an Indian Standard code of practice for the design and construction of pile foundations. It specifically focuses on Section 2 which covers bored cast-in-situ concrete piles. Key points include:
1) It establishes terminology for bored cast-in-situ piles which are formed by excavating a hole in the ground and filling it with concrete, with or without a temporary casing.
2) It provides scope and covers the design and construction of bored concrete piles up to 2,500mm in diameter that transmit structural loads through end-bearing and/or shaft friction.
3) The standard references other related Indian Standards and international codes that were consulted in developing this practice.
This document outlines general requirements for the design and construction of concrete structures intended for liquid storage. It establishes standards for concrete structures storing liquids in India. Requirements specific to reinforced concrete structures are covered in Part II of the code. The code does not address structures for storing hot liquids, liquids of low viscosity/high penetration, or non-aqueous liquids that could chemically attack concrete. Materials requirements refer to standards IS: 456-1964 and IS: 1343-1960.
This document is the Indian Standard Method of Measurement of Building and Civil Engineering Works Part V - Formwork (Third Revision). It provides definitions and rules for the measurement of formwork used in construction projects. The standard classifies formwork into categories such as foundations, floors, walls, beams, columns and establishes methods for measurement based on surface area. Deductions and additions to measurements are also specified depending on the type and size of openings and features. The document aims to standardize formwork measurement practices across India.
Sp 34-1987 handbook on reinforcement and detailingjemmabarsby
This document is a handbook on reinforcement and detailing published by the Bureau of Indian Standards. It provides information on different types of steel used for reinforcement in concrete, including mild steel, medium tensile steel, high strength deformed steel bars, and hard-drawn steel wire fabric. It specifies the requirements for each type of steel in terms of chemical composition, mechanical properties, dimensions and tolerances. The handbook also covers detailing functions, structural drawings, general detailing requirements, bar bending schedules, and detailing of different structural elements like foundations, columns, beams etc.
This document is a handbook on reinforcement and detailing produced by the Bureau of Indian Standards. It provides information on steel for reinforcement, including specifications for mild steel, medium tensile steel, high strength deformed steel bars, and hard-drawn steel wire fabric. It outlines the physical and mechanical properties required for different steel types, as well as tolerances for dimensions. The handbook serves as a companion to other documents on reinforced concrete, providing guidance on steel properties and specifications to inform proper reinforcement detailing.
The document is an Indian Standard code of practice for installing joints in concrete pavements. It provides definitions for different types of joints and pavements. It outlines design considerations for the layout and details of transverse and longitudinal joints. It specifies requirements for materials used in joints like joint filler, sealing compounds, and dowel bars. It describes the purpose and details of transverse expansion joints, contraction joints, and construction joints. The code aims to provide guidance on installing joints to control cracking and allow for movement in concrete pavements.
This document provides an overview of Indian Standard IS: 3370 (Part II) - 1965, which establishes guidelines for reinforced concrete structures used for liquid storage. It discusses the code's scope and general requirements. Key points include:
- The code provides uniform design and construction standards for liquid storage structures built with reinforced concrete.
- It addresses the assessment of loads, stresses, and statical equilibrium to ensure structural safety and prevent overturning.
- Design provisions are given for resistance to cracking and adequate strength based on permissible concrete and steel stresses.
- The code specifies stress limits for reinforced concrete elements in direct contact with stored liquids.
This document provides guidelines for sampling and analyzing concrete. It discusses terminology related to concrete testing and outlines methods for sampling fresh concrete in the field. The document contains 3 sections - terminology, sampling fresh concrete, and sampling hardened concrete. It aims to standardize concrete testing methods to help ensure quality control and the performance of concrete structures.
A Course Material On Estimation And Quantity SurveyingClaire Webber
This document provides a course material on estimation and quantity surveying. It includes an introduction which outlines the objectives and units covered in the course. The document then discusses estimating of buildings, which includes calculating quantities for various building components and structures like arches. It also discusses estimating for other structures like septic tanks, roads, retaining walls, culverts and irrigation works. Specification and tender procedures are covered along with valuation methods. The document concludes with discussing principles of report preparation for estimates of different project types like buildings, roads and water supply schemes.
This document provides design tables for concrete structures used to store liquids. It includes tables for moment coefficients, shear coefficients, and other structural design values for rectangular and cylindrical concrete tanks. The tables are intended to aid engineers in quickly designing these types of structures. Rectangular tank tables cover individual wall panels and continuous walls, while cylindrical tank tables are also provided. Considerations for underground tanks subjected to earth pressures are discussed.
This document provides the specification for cement concrete flooring tiles in India. It outlines the various types of tiles covered (plain cement, plain colored, terrazzo), classes based on duty (general purpose, heavy duty), materials used, dimensions, tolerances, testing methods, and other quality requirements. The revision updates certain provisions based on experience and comments received, including allowing a larger wearing layer thickness and modifying the abrasion resistance test method. It aims to improve quality while keeping requirements relevant to indigenous manufacturers.
Sp16 Civil Code Book (Civilqus.blogspot.com) Free DownloadGowtham Raja
This document provides design aids for reinforced concrete based on Indian Standard IS: 456-1978 Code of Practice for Plain and Reinforced Concrete. It contains charts and tables to help designers calculate flexural strength of beams, compressive strength of columns, shear strength, development length, deflection, and other parameters for reinforced concrete members. The design aids are presented in SI units and are intended to supplement an explanatory handbook on IS: 456-1978 by reducing design time. Assumptions made in developing the aids and an example problem are included to illustrate their use.
28-5.21 Company Profile of Pyrmaid structural consultant.pptxBoopathi Yoganathan
Pyramid Structural Consultant provides structural design, building approval, and construction services. They have a team of experienced engineers and workers who use software like AutoCAD and STAAD to complete structural designs for RCC and steel buildings. Notable projects include the design of a G+1 residential building in Namakkal. They are located in Puduchatram, Namakkal and can be found on LinkedIn and Facebook.
This document provides a bonafide certificate for a project report on the study of mechanical properties of eco-friendly economic concrete. It certifies that the project was conducted by three students, M.Vineeth, Y.Boopathi, and P.Murali, in partial fulfillment of their Bachelor of Engineering degree from Kongu Engineering College. The project investigated replacing natural aggregates with steel slag aggregates and M-sand to produce more sustainable concrete. Tests were conducted to determine the compressive strength, split tensile strength, modulus of rupture, and modulus of elasticity of concrete mixes with varying replacement levels.
The document describes an experimental investigation into the properties of concrete with different replacement percentages of natural aggregates with manufactured sand and steel slag. The methodology involves collecting cement, fine aggregates (natural sand and m-sand), coarse aggregates, and steel slag. The mix design for M20 grade concrete is calculated and concrete specimens are cast. The specimens are cured and then tested to determine their mechanical properties. The results are compared to those of conventional concrete to evaluate the suitability of manufactured sand and steel slag as partial replacements for natural aggregates in concrete.
The document discusses two methods for mesh refinement - the p-method and h-method. The p-method increases the order of the polynomial used in the finite element model, allowing for more accurate results without changing the mesh. The h-method reduces the size of elements to create a finer mesh, better approximating the real solution in areas of high stress gradients. Both methods aim to improve the accuracy of finite element analysis results, with the p-method doing so without requiring changes to the mesh.
This document provides guidance on using epoxy injection to repair cracks in concrete structures. The method involves drilling holes along cracks, injecting epoxy under pressure, and allowing it to seep into the cracks. It can repair cracks as small as 0.002 inches. Epoxy injection requires skilled workers and specialized equipment. While it can effectively repair cracks temporarily, the underlying issues causing the cracks may remain if not addressed.
An embedded system is a dedicated computer system that performs specific tasks. An important application of embedded systems is anti-lock braking systems (ABS) in automobiles. ABS uses sensors and electronic control modules to monitor wheel speed and automatically modulate brake pressure to prevent wheel lockup and maintain steering control during emergency braking. By preventing skidding, ABS can help drivers stop more safely and shorten stopping distances on wet or slippery surfaces compared to standard brakes. ABS works by pulsing the brakes rapidly when it detects a wheel is about to lock up, which allows the wheel to continue turning and maintaining traction with the road.
This document discusses past earthquakes in India and retrofitting techniques for masonry structures. It summarizes the 2004 Indian Ocean earthquake and tsunami, which had a magnitude of 9.1-9.3 making it one of the largest ever recorded. Over 230,000 people were killed across 14 countries by the resulting tsunamis. The document then discusses failure modes of confined masonry walls and retrofitting techniques to improve seismic resistance, including adding horizontal reinforcement, improving wall density and tie columns. Key factors for seismic resistance of confined masonry structures are also summarized.
This document provides information on an Indian Standard (IS) for a unified nomenclature of workmen for civil engineering. It was adopted in 1982 by the Indian Standards Institution Construction Management Sectional Committee. The standard aims to unify the different names used for workmen engaged in civil engineering works across India. It then lists the unified nomenclature for various types of workmen and for carts/animals commonly used in civil engineering works.
This document provides details on the design and construction of floors and roofs using precast reinforced or prestressed concrete ribbed or cored slab units. It specifies dimensions for the precast units, including widths up to 3000mm for ribbed units and 2100mm for cored units. It also provides requirements for material strengths, structural design considerations, and loads to be accounted for in design according to other relevant Indian Standards.
This document provides definitions for key terms related to concrete monolith structures used in port and harbour construction. It defines elements like the bottom plug, cutting edge, deck slab, dewatering, fascia wall, filling, kentledge, kerb, and monolith. A monolith is a large hollow rectangular or circular foundation sunk as an open caisson through various soil strata until reaching the desired founding level, at which point the bottom is plugged with concrete.
The document provides specifications for an apparatus used to measure the length change of hardened cement paste, mortar, and concrete. It describes the construction, dimensions, materials, and markings required for a length comparator, which uses a micrometer to measure the change in length of specimens against a reference bar. The length comparator consists of an adjustable frame that holds either a screw or dial micrometer and allows measurement of specimens of different lengths.
This document provides the code of practice for the design and construction of conical and hyperbolic paraboloidal shell foundations. It discusses the preliminary design considerations for shell foundations, including determining the soil design to proportion the foundation dimensions based on allowable bearing pressure and net loading intensity, as well as the structural design of the shell. It also provides figures illustrating reinforcement details for conical and hyperbolic paraboloidal shell foundations. The code covers the relevant terminology and information needed for design, and notes the membrane analysis approach is commonly used for structural design of shell foundations.
This document provides guidelines for designing drainage systems for earth and rockfill dams. It discusses key considerations like controlling pore pressures, internal erosion, and piping. The guidelines cover selecting appropriate drainage features based on the dam type and materials. Features discussed include inclined/vertical filters, horizontal filters, longitudinal and cross drains, transition zones, rock toes, and toe drains. Filter material criteria and design procedures are also outlined.
This document provides recommendations for welding cold-worked steel bars used for reinforced concrete construction according to Indian Standard IS 9417. It summarizes the key welding processes that can be used including flash butt welding, shielded metal arc welding, and gas pressure welding. For each process, it outlines preparation of the bars, selection of electrodes, welding procedures, and safety requirements. Diagrams are provided to illustrate edge preparation and sequences for multi-run butt welding and lap welding joints.
This document provides guidelines for lime concrete lining of canals. It discusses materials used for lime concrete lining such as lime, sand, coarse aggregate and water. It also discusses preparation of subgrade for different soil types including expansive soils, rock and earth. Compaction methods are provided for different soil types. The document also discusses laying of concrete lining and provides specifications for lime concrete mix such as minimum compressive and flexural strength.
This document provides guidelines for structural design of cut and cover concrete conduits meant for transporting water. It outlines various installation conditions for underground conduits and describes how to calculate design loads from backfill pressure, internal/external water pressure, and concentrated surface loads. Design loads include vertical and lateral pressure from backfill based on fill material properties, hydrostatic pressure from water surcharge, and dispersed point loads accounting for fill height and conduit geometry. The conduit is to be designed for the most unfavorable combination of these loads. Recommended fill material properties and methods for load and stress analysis are also provided.
This document provides guidelines for installing and observing cross arms to measure internal vertical movement in earth dams. It describes the components of the mechanical cross arm installation including the base extension, cross arm units, spacer sections, and top section. It provides details on installing each component as the dam is constructed in rock-free or rocky soils. Observation involves using a measuring torpedo attached to a steel tape or cable to take settlement readings from the installed cross arm system.
This document provides guidelines for instrumentation of concrete and masonry dams. It outlines obligatory and optional measurements for dams, including uplift pressure, seepage, temperature, and displacement. Obligatory measurements include uplift pressure, seepage, temperature inside the dam, and displacement measurements using plumb lines or other methods. Optional measurements that may provide additional insights include stress, strain, pore pressure, and seismicity measurements. The document describes different types of measurements in detail and how they can be used to monitor dam performance and safety over time.
This document provides guidelines for selecting measurement instruments and their locations for monitoring earth and rockfill dams. It describes various types of measurements needed, including pore pressure, movements, seepage, strains/stresses, and dynamic loads from earthquakes. Planning the instrumentation system is important to ensure required data is obtained during construction and the dam's lifetime. The document discusses different instruments for measuring vertical and horizontal movements, such as surface markers, cross-arm installations, hydraulic devices, magnetic probes, and inclinometers.
This document outlines specifications for concrete finishers used in construction. It specifies requirements for materials, size, construction, capacity, and performance. Key aspects include:
- Concrete finishers are used after spreaders to finish concrete laid by pavers.
- Materials must meet relevant Indian standards. Common sizes are 3-4.5m and 6-7.5m widths.
- Construction includes a steel frame, traction wheels, steering, adjustable screeds, vibrator attachment, drives, controls, and a diesel or petrol power unit.
- Performance requirements ensure the finisher can operate under different conditions to finish concrete slabs within specifications.
Walmart Business+ and Spark Good for Nonprofits.pdfTechSoup
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How to Setup Warehouse & Location in Odoo 17 InventoryCeline George
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Odoo provides an option for creating a module by using a single line command. By using this command the user can make a whole structure of a module. It is very easy for a beginner to make a module. There is no need to make each file manually. This slide will show how to create a module using the scaffold method.
This slide is special for master students (MIBS & MIFB) in UUM. Also useful for readers who are interested in the topic of contemporary Islamic banking.
Main Java[All of the Base Concepts}.docxadhitya5119
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A workshop hosted by the South African Journal of Science aimed at postgraduate students and early career researchers with little or no experience in writing and publishing journal articles.
1. IS : 1200 ( Part 14 ) - 1984
hdiun Standard
( Rcallirmed 1994 )
METHOD OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART 14 GLAZING
f ThirdRevision
Gr 2
Second Reprint AUGUST 1997
UDC! 69.003.12:698.3
@ Copyright 1985
BUREAU OF INDIAN STANDARDS
MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG
NEW DELHI 110002
February 1985
( Reaffirmed 1997 )
2. IS t 1200 ( Part 14 ) - 1984
IndianStandard
(RenWmed1991)
METHOD OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART 14 GLAZING
( Third Revision-)
Method of Measurement o Works of Civil Engineering
( Excluding River fVal ey Projects >, BDC 44
Chairman Representing
SHRI A. C. PANCHDHARI Central Vigilance Commission, New Delhi
Members
ADHISHASIABAYANTA ( PARSHIKSAN) Public Works Department, Lucknow
DEPUTY DIRECTOR( GAWESHAN) ( Alrernate )
SHRI B. G. AHUJA
SHRI K. D. ARCOT
Builders Association of India, Bombay
Engineers India Limited, New Delhi
SHUIT. V. SJTARAM( Alternate )
SHRIN. K. AROMA Bhakra Management Board, Nangal Township,
Chadigarh
SHRI R. M. JOLLY( Alternate )
SHRI G. B. BAJAJ
~HRI P. BANEHJEB
Bombay Port Trust, Bombay
Ministry of Shipping and Transport ( Roads
Wing )
SHR~R. G. T~AWANI ( Alternate )
SHRJG. K. DESHPANDE
DIRECTOR( IRI )
Publia Works Department, Bombay
Irrigation Department, Government of Uttar
Pradesh, Lucknow
DIRECTOR( RATES AND COSTS) Central Water Commission, New Delhi
DEPUTY DIRECTOR(RATES
AND COSTS) (Alternate)
SHRI P. N. GADI Institution of Surveyors, New Delhi
SHRI D. S. TAMBANKAR ( Alternate )
SHRI P. S. HARI RAO Hin2esEtay Construction Company Limited,
SHRIN. M. DA~TANE( Alternate)
SHRIG.B. JAHAGIRDAR The National Industrial Development Corpora-
tion Limited, New Delhi
( Continuedonpage 2 )
@ Copytight 1985
BUREAU OF INDIAN STANDARDS
This publication is protected under the Indian Copyright Acr ( XIV of 1957 ) and
reproduction in whole or in part by any means except with written permission of the
publirher shall be deemed to be an infringement of copyright under the said Act.
3. AS: 12QO( Part 14 ) - 1984
( Continuedfrom page 1 )
Members Representing
JOINTDIRECTORCD )
SHRI A. K. LAL ( Alternate )
SHRI ASHIT RANJAN KAR
SHRIS.K. LAHA
SHRI K. K. MADHOK
National Buildings Organization, New De!h!
Calcutta Port Trust, Calcutta
Institution of Engineers ( India ), Calcutta
MES Builders Association of India ( Regd ),
New Delhi
6r-fti.R. K. BAHL (Alternate )
SHRI DAITA S. MALIK Indian Institute of Architects, Bombay
PROF M. K. GODBOLE( Alternare)
SHRXR. S. MURTHY Gammon India Limited, Bombay
SHRIH. D. MATANGE ( Alternate )
SHRI C. B. PATBL M. N. Dastur and Company Private Limited,
Calcutta
SHRIB. C. PATEL( AZternate )
SHRIK. A. PATNAXK Bureau of Public Enterprises, New Delhi
SHRI V. G. PATWARDHAN Ministry of Defence
SHRI C. G. KARMARKAR (Alternate )
DR R. B. SINGH Banaras Hindu University, Banaras
SHRI R. A. SUBRAMANIAM Hindustan Steel Works Construction Limited,
Calcutta
SUPERINTENDINGSURVEYOROF Central Public Works Department, New Delhi
SHRI G. RAMAN,
Director ( CIV Engg )
Director General, Is1 ( Ex-officio Member )
Secretary
SHRI K. M. MATHUR
Senior Deputy Director ( Civ Engg ),
2
4. ?S: 1200 (Part 14 ) - 19SJ
Indian Standard
METHOD OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART 14 GLAZING
( Third Revision )
0. F 0.1~ E W 0 R D
n * -h-t_:_*_A:_._F,__>__., , n__&1” I v-,.’ 3 l-3-z-‘-._ .~ _>- ~_ 3 I.- .,v.1 11115~IIUIZIIr>~iluuaiclf rart 14 I 1 nlru nevlsnon 1 was auoprea oy rnC
Indian Standards Institurio.1 on 12 December 1981, after the draft finalized
by the Method of Measurement of Works of Civil Engineering ( Excludimr
River Valley Projecis 1 Sectional Committee had been approved by the Civs
Engineering Division Council.
0.2 Measurement occupies a very important place in the planning and
execution of any civil engineering work from the time of first estimates io
the final completion and settlement of payments of the projtct. The
methods followed for the measureme:lt are not uniform, and considerable
.._
dtnerences exist between the practices foiiowcd by one construction agency
and another and also between various Central and State Government
departments. While it is recognized that each system of measurement has
to be specifically related to the administrative and financial organizations
within the department responsible for the work, a unification of the
various systems at the technical level has been accepted as very desirable,
specially as it permits a wider circle of operation for civil engineering
contractors and eliminate ambiguities and misunderstandings arising out
of inadequate understanding of the various systems followed.
0.3 Among the various civil engineering items, measurement of building
had been the first to be taken up for standardization and a consolidated
standard ( IS : 1200 j, having provisions relating to building works, was firat
published in 1958 and subsequently revised in 1964 and 1970.
0.4 In the course of usage of this standard by various constructiocr
agencies in the country, several clarifications and suggestions for modifica-
r:,.,, ._.,...^ ,--,.:...1L,“,,s wc;,I; ,c;Lc,“c;u and as a iesult of st.tdy, AL.. P~~c:~-irl 0-&-:*L”-Lilt; 3ecL‘“llal L”IIIIIILLLCL
responsible for the preparation of this standard decided that its scope
besides being applicable to building, should be expanded so as also to
cover the method of measurement applicable to civil engineering works,
such as industrial and river va!ley project works.
3
5. IS : 1200 (Fart 14 I- 1981
0.5 Since measurement of one type of trade is not related to that of
another one, and aiso to facilitate the second revision of IS : 1200 - 1964*,
the Sectional Committee decided that each type of trade as given in IS:
1200-I 964* be issued separately as difl’crent parts. This will also be helpful
to the specific users in various trades in using the standard.
0.5.1 This part 14 covering glazing was, therefore, issued as a separate
standard for the first time in 1970 and has now been revised in order
to keep the provisions in line with the latest practice.
0.6 For the purpose of decid;ng whether a particular requirement of this
standard is complied with the tinal value, observed or calculated, express-
ing the result of a measLI<ement, shall be rounded ofT in accordance with
1s : 2-1960t 7‘he number of significant places retained in the rounded off
va!ue should be the same as that of the specified value in this standard.
1. SCOPE
1.1 This standard ( Part 14 1 covers the method of measurement of glazing
n buildings and civil engineering works.
2. GENERAL RULES
2.1 Clubbing of Items - Ttems may be clubbed together provided these are
on the basis of the detailed dcsc tion of items stated in this standard.
2.2 Booking of Dimensions - In booking dimensions, the order shall be
consistent and generally in the sequence of length, breadth or width and
eight or depth of thickness.
2.3 Description of Items - 7 he description of each item shall, unless
stated otherwise, be held to include, where neecessary, conveyance and
elivery, handling, loading, unloading, storing and waste.
2.4 Measurements - All works shall be measured net in decimal system, as
fixed in its place as given in 2.4.1 and 2.4.2.
2.4.1 Dimensions shall be measured to the nearest 0’01 m.
2.4.2 Areas shall be worked out to the nearest 0’01 m’.
2.5 Bills of Quantities - The bills of quantities shall fully describe the
*Method of measurement of’building and civil engineering works (revised).
tRules for rounding off numerical values ( revised ).
1
4
6. L __.- I_--_I--~_---_....-
IS : 1200 ( Part 14 ) - 1984
materials and workmanship, and accurately represent the work to be
executed.
2.6 The various kinds of sheets for glazing like glass and other materials
shall be described and shall be measured separately. In the case of wired
glass design or pattern of reinforcement shall be described and in case of
frosted glass it shall be stated whether it is on one or both sides.
2.7 Work in wood, metal concrete and the like shall be measured
separately.
2.8 The method of glazing shall be described and measured separately
under the following classification. The type and putty shall also be
described:
a) Front and back putty and sprigged or fixed with glazing pins,
b) Bedded in putty and fixed with beads, and
c) Bedded in rubber or velvet and fixed with beads (wherever
required).
3. METHOD OF MEASUREMENT
3.1 Work shall be measured in square metres stating the thickness.
3.1.1 The dimensions of each pane shall be clear dimensions of opening
plus width of rebates of structural member of window/door. The pane
other than rectanguiar or square shaii be measured as the smaliest rectan-
gular area from which pane can be cut. Straight cutting shall be deemed
to be included in the item.
3.2 Circular cutting shall be measured as extra in running metres. The
term circular shall be deemed to include any form of curve.
3.3 Glass and sheet louvres shall be described and enumerated.
3.4 Hacking-out old broken glass and preparing for new glass shall be
measured in square metres.
3.5 Holes drilled in work shall be enumerated stating diameter of the hole,
type and thickness of the glass/sheet and size of the pane.
3.6 Grinding, polishing and rounding off edges of glass or glazing sheet
shall be described and measured in running metres.
5
i’
.
7. BUREAU OF INDIAN STANDARDS
Headquarters:
Manak Bhavan, 9 Bahadur Shah Zafar Marg, NEW DELHI 110002
Telephones: 323 0131,323 3375,323 9402
Fax : 91 11 3234062,91 11 3239399, 91 11 3239382
Telegrams : Manaksanstha
(Common to all Officesj
Central Laboratory : Telephone
Plot No. 20/9, Site IV, Sahibabad industrial Area, Sahibabad 201010 8-77 00 32
Regional Offices:
Central : Manak Bhavan, 9 Bahadur Shah Zafar Marg, NEW DELHI 110002 3237617
*Eastern : l/l 4 CIT Scheme VII M, V.I.P. Road, Maniktola, CALCUTTA 700054 337 86 62
Northern : SC0 335-336, Sector 34-A, CHANDIGARH 160022 60 38 43
Southern : C.I.T. Campus, IV Cross Road, CHENNAI 600113 235 23 15
twestern : Manakalaya, E9, Behind Maroi Telephone Exchange, Andheri (East), 832 92 95
MUMBAI 400093
Branch Offices::
‘Pushpak’, Nurmohamed Shaikh Marg, Khanpur, AHMEDABAD 380001
$Peenya Industrial Area, 1st Stage, Bangalore-Tumkur Road,
BANGALORE 560058
550 13 48
839 49 55
Gangotri Complex, 5th Floor, Bhadbhada Road, T.T. Nagar, BHOPAL 462003
Plot No. 62-63, Unit VI, Ganga Nagar, BHUBANESHWAR 751001
Kalaikathir Bu,ildings, 670 Avinashi Road, COIMBATORE 641037
Plot No. 43, Sector 16 A, Mathura Road, FARIDABAD 121001
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3av,tr, ~“lI,p,ax, I ID u. I. ouao, “nnLl~r>nv C”I“” I
5315 Ward No.29, R.G. Barua Road, 5th By-lane, GUWAHATI 781003
5-8-56C, L.N. Gupta Marg, Nampally Station Road, HYDERABAD 500001
E-52, Chitaranjan Marg, C-Scheme, JAIPUR 302001
1171418 B, Sarvodaya Nagar, KANPUR 208005
55 40 21
40 36 27
21 01 41
8-28 88 01
8-ii is96
5411 37
201083
37 29 25
21 68 76
Seth Bhawan, 2nd Floor, Behind Leela Cinema, Naval Kishore Road, 23 89 23
LUCKNOW 226001
NIT Building, Second Floor, Gokulpat Market, NAGPUR 440010 52 51 71
Patliputra Industrial Estate, PATNA 800013 26 23 05
Institution of Engineers (India) Building 1332 Shivaji Nagar, PUNE 411005 32 36 35
T.C. No. 14/l 421, University P. 0. Palayam, THIRUVANANTHAPURAM 695034 621 17
*Sales Office is at 5 Chowringhee Approach, P.O. Princep Street, 27 10 85
CALCUll-A 700072
$Sales Office is at Novelty Chambers, Grant Road, MUMBAI 400007 309 65 28
SSales Office is at ‘F’ Block, Unity Building, Narashimaraja Square,
BANGALORE 560002
222 39 71
Printed at Dee Kay Printers, New Delhi, India
8. ~.
AMENDMENT NO. 1 MAY 2002 ~~
TO r
IS 1200( Part 14 ) :1984 METHOD OF MEASUREMENT
OF BUILDING AND CIVIL ENGINEERING WORKS
PART 14 GLAZING
(Third Reviswn )
( Page 5, clause 3.1.1,last sentence ] — Substitute the following for the
existing sentence:
‘Cutting to make a circumscribing rectangle shall be deemed to be included in
the item.’
( Page 5, clause 3.2) — Substitute the following for the existing clause:
‘3.2 Cutting required for panes other than rectangular or square shall also be
deemed to be included in the item. The shape required shall be detailed in the
drawings or otherwise desired.’
( CED 44 )
Reprography UniQ BIS, New Delhi, India