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.
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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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.
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 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.
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 unit weights and mass values for various building materials and stored materials that can be used to calculate dead loads in structural design. It includes two tables: Table 1 lists unit weights for 55 common building materials like concrete, steel, bricks, wood etc. in either kg/m3 or kN/m3. Table 2 lists unit weights for 9 building components like ceilings, walls, floors etc. in kg/m3. An appendix lists unit weights for 38 stored materials typically found in buildings like chemicals, fuels, metals, textiles etc.
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.
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 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 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 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.
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 code of practice for constructing hollow concrete block masonry walls in India. It outlines the materials used such as hollow concrete blocks, cement, lime, sand and water. It provides specifications for mortar mixes and concrete fills. It also covers design considerations such as the thickness of load-bearing versus non-load-bearing walls. The code is intended to guide builders on the proper construction techniques and details to ensure successful performance of hollow concrete block masonry.
The document provides urban design guidelines for development within the Dubai Industrial City. It outlines the purpose of the guidelines as assisting developers to understand the city's goals for high quality development. It notes that the guidelines complement mandatory regulations and provide interpretive design solutions. The guidelines are intended to promote health, safety, regulate land use, ensure harmonious coexistence of tenants, and manage development according to sound planning principles.
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 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 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 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 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 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 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.
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 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.
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 unit weights and mass values for various building materials and stored materials that can be used to calculate dead loads in structural design. It includes two tables: Table 1 lists unit weights for 55 common building materials like concrete, steel, bricks, wood etc. in either kg/m3 or kN/m3. Table 2 lists unit weights for 9 building components like ceilings, walls, floors etc. in kg/m3. An appendix lists unit weights for 38 stored materials typically found in buildings like chemicals, fuels, metals, textiles etc.
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.
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 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 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 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.
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 code of practice for constructing hollow concrete block masonry walls in India. It outlines the materials used such as hollow concrete blocks, cement, lime, sand and water. It provides specifications for mortar mixes and concrete fills. It also covers design considerations such as the thickness of load-bearing versus non-load-bearing walls. The code is intended to guide builders on the proper construction techniques and details to ensure successful performance of hollow concrete block masonry.
The document provides urban design guidelines for development within the Dubai Industrial City. It outlines the purpose of the guidelines as assisting developers to understand the city's goals for high quality development. It notes that the guidelines complement mandatory regulations and provide interpretive design solutions. The guidelines are intended to promote health, safety, regulate land use, ensure harmonious coexistence of tenants, and manage development according to sound planning principles.
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.
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 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 provides guidelines for the design and construction of bored precast concrete piles used for foundations. It outlines necessary site investigation information needed, equipment used, and design considerations. Bored precast piles involve boring holes and lowering precast concrete piles that are then grouted in place. Proper site data on soil conditions, groundwater levels, and structural loading is required. Equipment for boring, handling, and grouting the piles must be selected based on subsoil properties. Pile design should ensure loads are safely transmitted to the soil without failure or excessive settlement.
This document provides guidelines for laying in-situ cement concrete flooring, including different types of floor finishes and their recommended thicknesses. It discusses monolithic and bonded floor finishes, noting that monolithic finishes provide better bonding but can be more difficult to construct and repair. It also outlines important considerations for materials, mix design, and construction methods to ensure satisfactory performance of cement concrete flooring.
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 outlines standards for the design and construction of machine foundations, specifically for impact type machines (hammers). It provides definitions for key terms related to hammer foundations, such as anvil, foundation block, impact force, and coefficient of restitution. It lists necessary data required for the design of hammer foundations, including hammer details, cushion pad details, soil data obtained through other Indian Standards, and information about the hammer location. The design criteria specify that hammer foundations must limit vibration transmission to adjacent foundations and withstand impact forces without damage.
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 is the Indian Standard Specification for Concrete Masonry Units Part I: Hollow and Solid Concrete Blocks. It outlines specifications for the production of hollow and solid concrete blocks used in load-bearing and non-load-bearing walls. The standard specifies dimensions, tolerances, classifications based on density and compressive strength, and physical properties for the blocks. It provides requirements for hollow and solid concrete blocks to ensure quality, durability and structural integrity in masonry construction.
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.
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.
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3. IS : 1200 (Part V) - 1982
2
( Continued from page 1 )
Members Representing
SHRI H. K. KHOSLA Haryana Irrigation Department, Chandigarh
SUPERINTENDING ENGINEER
(CDO) ( Alternate )
SHRI S. K. LAHA Institution of Engineers (India), Calcutta
SHRI V. D. LONDHE Concrete Association of India, Bombay
SHRI N. C. DUGGAL ( Alternate )
SHRI DATTA S. MALIK Indian Institute of Architects, Bombay
PROF M. K. GODBOLE ( Alternate )
SHRI R. S. MURTHY Gammon India Ltd, Bombay
SHRI H. D. MATANGE ( Alternate )
SHRI C. B. PATEL M. N. Dastur and Co Ltd, Calcutta
SHRI B. C. PATEL ( Alternate )
SHRI V. G. PATWARDHAN Engineer-in-Chief’s Branch (Ministry of Defence),
New Delhi
SHRI G. G. KARMARKAR ( Alternate )
SHRI T. S. RATNAM Bureau of Public Enterprises, New Delhi
DR R. B. SINGH Banaras Hindu University, Banaras
SHRI R. A. SUBRAMANIAM Hindustan Steelworks Construction Ltd, Calcutta
SUPERINTENDING SURVEYOR OF
WORKS (AVI)
Central Public Works Department, New Delhi
SURVEYOR OF WORKS I (AVI) ( Alternate )
SHRI K. J. TARAPOREWALLA Bombay Port Trust, Bombay
SHRI J. C. VERMA Bhakra Management Board, Irrigation Wing, Nangal
Township
SHRI R. M. JOLLY ( Alternate )
SHRI G. RAMAN,
Director (Civ Engg)
Director General, BIS ( Ex-officio Member )
Secretary
SHRI K. M. MATHUR
Deputy Director (Civ Engg), BIS
4. IS : 1200 (Part V) - 1982
3
Indian Standard
METHOD OF MEASUREMENT OF
BUILDING AND CIVIL ENGINEERING WORKS
PART V FORMWORK
( Third Revision )
0. FOREWORD
0.1 This Indian Standard (Part V) (Third Revision) was adopted by the
Indian Standards Institution on 25 October 1982, after the draft
finalized by the Method of Measurement of Works of Civil Engineering
(Excluding River Valley Projects) Sectional Committee had been
approved by the Civil 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
to the final completion and settlement of payments for a project.
Methods followed for measurement are not uniform and considerable
differences exist between practices followed by different construction
agencies and also between various central and state government
departments. While it is recognized that each system of measurement
has to be specifically related to administrative and financial
organizations within a department responsible for the work, a
unification of various systems at technical level has been accepted as
very desirable, specially as it permits a wider range of operation for
civil engineering contractors and eliminates ambiguities and
misunderstandings of various systems followed.
0.3 Among various civil engineering items, measurement of buildings
was the first to be taken up for standardization and this standard
having provisions relating to building work was first published in 1958
and revised in 1964.
0.4 Since various trades are not related to one another, the Sectional
Committee decided that each type of trade as given in IS : 1200-1964*
be issued separately as different parts, which will be helpful to specific
users in various trades. This part covering formwork was first issued
in 1972 and now revised so as to keep requirements up to date.
0.5 This edition 4.1 incorporates Amendment No. 1 (February 1989).
Side bar indicates modification of the text as the result of
incorporation of the amendment.
*Method of measurement of building works ( first revision ).
5. IS : 1200 (Part V) - 1982
4
0.6 For the purpose of deciding whether a particular requirement of
this standard is complied with, the final value, observed or calculated,
expressing the result of a measurement, shall be rounded off in
accordance with IS : 2-1960*. The number of significant places
retained in the rounded off value should be the same as that of the
specified value in this standard.
1. SCOPE
1.1 This standard (Part V) (Third Revision) covers the method of
measurement of formwork, where it is required to be measured
separately.
2. GENERAL RULES
2.1 Clubbing of Items — Items may be clubbed together provided
these are on the basis of the detailed description 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 height or depth of thickness.
2.3 Description of Items — The description of each item shall,
unless stated otherwise, be held to include where necessary,
conveyance and delivery, handling, loading, unloading, storing,
fabrication, hoisting, lowering all labour for finishing to required
shape and size, and levels of striking and removal.
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 m2.
2.5 Work to be Measured Separately — Work executed in the
following conditions shall be measured separately.
a) Work in or under water,
b) Work in liquid mud,
c) Work in or under foul positions, and
d) Work interrupted by tides.
*Rules for rounding off numerical values ( revised ).
6. IS : 1200 (Part V) - 1982
5
2.5.1 The levels of high and low water tides, where occurring, shall be
stated.
2.5.2 Where springs requiring pumping are likely to be encountered,
the work shall be measured against a separate specific provision made
for the purpose ( see 2.5.3 ).
2.5.3 Special pumping, where resorted to, shall be measured
separately for all stages of pumping, including intermediate stages,
unless stated otherwise, in kilowatt hours or HP hours, against
specific provision made for the purpose.
2.6 Bills of Quantities — The bills of quantities shall fully describe
the materials and workmanship, and accurately represent the work to
be executed.
2.7 Measurement in Stages — Work shall be measured under the
following categories in convenient stages stating the height or depth:
a) Below ground/datum level, and
b) Above ground/datum level.
NOTE — The ground datum level shall be specified in each case.
3. DESCRIPTION OF FORMWORK
3.1 The formwork shall include the following:
a) Splayed edges, notchings, allowance for overlaps and passings at
angles, sheathing battens, strutting, bolting, nailing, wedging,
easing, striking and removal;
b) All supports, struts, braces, wedges as well as mud sills, piles or
other suitable arrangements to support the formwork;
c) Bolts, wire ties, clamps, spreaders, nails or any other items to
hold the sheathing together;
d) Working scaffolds, ladder, gangways, and similar items;
e) Filleting to form stop-chamfered edges or splayed external angles
not exceeding 20 mm wide to beams, columns and the like;
f) If required, temporary openings in the forms for pouring concrete,
inserting vibrators, and cleaning holes for removing rubbish from
the interior of the sheathing before pouring concrete;
d) Dressing with oil to prevent adhesion; and
h) Raking or circular cutting.
7. IS : 1200 (Part V) - 1982
6
4. TYPE OF FORMWORK
4.1 Separate items shall he provided for formwork with type of contact
surface, such as:
a) wrought formwork (that is, sheathing having planed surfaces or
sawn timber);
b) sheathing formed from tongued and grooved boards;
c) sheathing having plywood lining;
d) sheathing having special lining or any other arrangement to give
extra smooth finish or texture or decorative surface for
architectural concrete;
e) sheathing of steel sheeting, tubing or other varieties; and
f) slip from technique extrusion process.
5. CLASSIFICATION
5.1 Formwork shall be generally classified as follows and measured
separately, unless specified otherwise:
a) Foundation, footings, bases of columns, etc; and mass concrete;
b) Flat surfaces, such as soffits of floors, roofs landing and the like;
where floors exceed 200 mm in thickness the formwork shall be
measured separately stating the thickness;
c) Vertical surfaces, such as walls, partitions and the like, including
attached pilasters, buttresses, plinth and string courses and the
like, etc;
d) Sloping or battering surfaces, including folded plates;
i) Where inclination to horizontal plane does not exceed 30°
(requiring shuttering only on the underside);
ii) Where inclination to horizontal plane exceeds 30° (where
shuttering may be provided both on underside and
upper-side, if required) (only underside area to be measured);
e) Arches
i) up to 6 m span
ii) above 6 m span
f) Cylindrical Shells ( Area of Underside to be Measured )
i) radius less than 3 m
ii) radius above 3 m
8. IS : 1200 (Part V) - 1982
7
g) Wafle or ribbed slabs where shuttering is required for bottom
inclined surface;
h) Dormer vaults and shell roofs having curved surfaces in both
directions (only the area of underside shall be measured);
j) Sides and soffits of beams, beam haunchings, cantilevers, girders,
bressumers and lintels; beams and girders 1 m deep and over
shall be measured separately;
k) Sides of columns, piers, pillars, posts and stanchions and struts
(square/rectangular/polygonal/circular/curved to be measured
separately);
m) Edges of slabs and breaks in floors and walls (to be measured in
running metres where under 200 mm width or thickness);
n) Cornices and mouldings;
p) Small surfaces, such as cantilever ends, brackets and ends of
steps, caps and bases to pilasters and columns and the like;
q) Chullah hoods, weather shades, Chhajjas, corbels, etc, including
edges;
r) Staircases with sloping or stepped soffits, including risers and
stringers, excluding landing;
s) Spiral staircases;
t) Chimneys and shafts;
u) Elevated water reservoirs;
v) Well steining; and
w) Fins.
6. METHOD OF MEASUREMENT
6.1 Formwork shall be measured in square metres as the actual
surfaces in contact with the concrete or any other material requiring
formwork. Formwork to small features, such as in 5.1 (p) shall be
enumerated. Formwork left in shall be so described.
6.2 Where formwork is required to be lined with wallboard, hardboard,
polyethylene sheet or paper lining or to be coated with mould liquid or
limewhite, such formwork shall be so described and measured
separately.
6.3 Where lining of wallboard, asbestos, cork slab and the like is of a
permanent character and is to be left in, such lining shall be measured
separately; the description shall include any necessary fixing to the
concrete.
9. IS : 1200 (Part V) - 1982
8
6.4 No deductions shall be made for each of opening up to 0.4 m2. No
deduction shall be made for any opening/cutouts when slip form
technique is used.
6.5 Raking or circular cutting and rounded or moulded edges shall be
measured in running metres. Moulded stoppings shall be enumerated.
6.6 Formwork to secondary beams shall be measured up to the sides of
main beams, but no deduction shall be made from the formwork of the
main beam where the secondary beam intersects it. Formwork to beam
shall be measured up to sides of column, but no deduction shall be
made from the formwork to stanchion or column casings at
intersections of beam.
10. Bureau of Indian Standards
BIS is a statutory institution established under the Bureau of Indian Standards Act, 1986 to promote
harmonious development of the activities of standardization, marking and quality certification of
goods and attending to connected matters in the country.
Copyright
BIS has the copyright of all its publications. No part of these publications may be reproduced in any
form without the prior permission in writing of BIS. This does not preclude the free use, in the course
of implementing the standard, of necessary details, such as symbols and sizes, type or grade
designations. Enquiries relating to copyright be addressed to the Director (Publications), BIS.
Review of Indian Standards
Amendments are issued to standards as the need arises on the basis of comments. Standards are also
reviewed periodically; a standard along with amendments is reaffirmed when such review indicates
that no changes are needed; if the review indicates that changes are needed, it is taken up for
revision. Users of Indian Standards should ascertain that they are in possession of the latest
amendments or edition by referring to the latest issue of ‘BIS Catalogue’ and ‘Standards : Monthly
Additions’.
This Indian Standard has been developed by Technical Committee : BDC 44
Amendments Issued Since Publication
Amend No. Date of Issue
Amd. No. 1 February 1989
BUREAU OF INDIAN STANDARDS
Headquarters:
Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002.
Telephones: 323 01 31, 323 33 75, 323 94 02
Telegrams: Manaksanstha
(Common to all offices)
Regional Offices: Telephone
Central : Manak Bhavan, 9 Bahadur Shah Zafar Marg
NEW DELHI 110002
323 76 17
323 38 41
Eastern : 1/14 C. I. T. Scheme VII M, V. I. P. Road, Kankurgachi
KOLKATA 700054
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337 86 26, 337 91 20
Northern : SCO 335-336, Sector 34-A, CHANDIGARH 160022 60 38 43
60 20 25
Southern : C. I. T. Campus, IV Cross Road, CHENNAI 600113 235 02 16, 235 04 42
235 15 19, 235 23 15
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MUMBAI 400093
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Branches : AHMEDABAD. BANGALORE. BHOPAL. BHUBANESHWAR. COIMBATORE.
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VISHAKHAPATNAM