This document is the Central Public Works Department's Analysis of Rates for Delhi, 2007. It provides a comprehensive analysis of rates for various construction-related items and replaces the previous 1997 version. The analysis incorporates current market rates for materials and labor in Delhi. It includes analysis for many new construction items and technologies to account for recent developments in the construction sector. The document is published in two volumes and is intended to serve as a useful reference for government agencies, private builders, and other construction professionals.
AN INTERNSHIP REPORT ON RESIDENTIAL BUILDING CONSTRUCTIONAbhishek Singh
This document appears to be an internship report submitted by four students - Abhishek Singh, Naval Tej Singh Ahuja, Sahil Thakur, and Swapnil Singh - to their supervisor Mr. Kapil Bhardwaj at Universal Buildwell Pvt. Ltd. in Gurgaon, Haryana, India. The report provides details about a residential construction project called Universal Aura, including project specifications, building materials used, and work ongoing at the site during the students' summer internship from June 13 to July 13, 2016.
Industrial Training report Civil Engineering.JAPJEETSINGH13
Industrial training report for civil engineering major training final year. All rights to the images, blueprints and content is reserved.
Only available for educational purposes.
This document is a training report submitted by Sher Bahadur to Kurukshetra University for a degree in civil engineering. It provides an overview of building construction topics covered during the training period, including different types of buildings, loads, building components, foundations, materials used, and quality control tests. The training gave Sher Bahadur hands-on experience in building construction that supplemented his theoretical classroom knowledge and prepared him for a career in the field.
This document provides an analysis of rates for various civil engineering works including excavation, sand filling, brick masonry, concrete works, and reinforced cement concrete works. It includes calculations of quantities of materials required and rates analysis for a unit quantity (typically 1 cubic meter or 10 cubic meters) with breakdown of material and labor costs. Factors affecting rates and data required for rate analysis are also discussed.
This document provides an introduction to the subject of estimating and costing for the 2nd year intermediate vocational course in construction technology. It discusses key definitions like estimating, costing, and procedures for estimating. The importance of estimation and costing is explained. The data required for preparing an estimate like drawings, specifications, and rates is described. The document also discusses complete estimates, lump sum items, and work charged establishment. Measurement units for different construction items like earthwork, concrete, masonry, woodwork, and finishing works are listed with the applicable unit of measurement and payment.
This document provides an overview of a multi-story residential building project constructed by the Rajasthan Housing Board. It discusses the project details, company overview, construction materials used including cement, aggregates, reinforcement, foundation preparation, equipment, brick masonry bonds, plastering, and building bylaws. The presentation covers the construction process and materials in detail to familiarize the trainee with multi-story building construction.
Industrial Summer Training Report at Construction Site of CPWD Alok Mishra
Construction of Police Station Khajuri Khas, Near Sonia Vihar, Delhi (SH: C/o Police Station Building, Electric sub Station & External Development Work i.e. Internal Electrical Installations)
This document provides specifications for reinforced cement concrete work. It discusses formwork, reinforcement, and concreting requirements. Formwork must be made of seasoned wood boards at least 30mm thick. Reinforcement bars must meet specifications and be free of rust and contaminants. Concrete proportions and mixing are also specified, with cement to sand to aggregate ratios provided for different mixes. Proper curing and finishing of concrete surfaces is emphasized.
AN INTERNSHIP REPORT ON RESIDENTIAL BUILDING CONSTRUCTIONAbhishek Singh
This document appears to be an internship report submitted by four students - Abhishek Singh, Naval Tej Singh Ahuja, Sahil Thakur, and Swapnil Singh - to their supervisor Mr. Kapil Bhardwaj at Universal Buildwell Pvt. Ltd. in Gurgaon, Haryana, India. The report provides details about a residential construction project called Universal Aura, including project specifications, building materials used, and work ongoing at the site during the students' summer internship from June 13 to July 13, 2016.
Industrial Training report Civil Engineering.JAPJEETSINGH13
Industrial training report for civil engineering major training final year. All rights to the images, blueprints and content is reserved.
Only available for educational purposes.
This document is a training report submitted by Sher Bahadur to Kurukshetra University for a degree in civil engineering. It provides an overview of building construction topics covered during the training period, including different types of buildings, loads, building components, foundations, materials used, and quality control tests. The training gave Sher Bahadur hands-on experience in building construction that supplemented his theoretical classroom knowledge and prepared him for a career in the field.
This document provides an analysis of rates for various civil engineering works including excavation, sand filling, brick masonry, concrete works, and reinforced cement concrete works. It includes calculations of quantities of materials required and rates analysis for a unit quantity (typically 1 cubic meter or 10 cubic meters) with breakdown of material and labor costs. Factors affecting rates and data required for rate analysis are also discussed.
This document provides an introduction to the subject of estimating and costing for the 2nd year intermediate vocational course in construction technology. It discusses key definitions like estimating, costing, and procedures for estimating. The importance of estimation and costing is explained. The data required for preparing an estimate like drawings, specifications, and rates is described. The document also discusses complete estimates, lump sum items, and work charged establishment. Measurement units for different construction items like earthwork, concrete, masonry, woodwork, and finishing works are listed with the applicable unit of measurement and payment.
This document provides an overview of a multi-story residential building project constructed by the Rajasthan Housing Board. It discusses the project details, company overview, construction materials used including cement, aggregates, reinforcement, foundation preparation, equipment, brick masonry bonds, plastering, and building bylaws. The presentation covers the construction process and materials in detail to familiarize the trainee with multi-story building construction.
Industrial Summer Training Report at Construction Site of CPWD Alok Mishra
Construction of Police Station Khajuri Khas, Near Sonia Vihar, Delhi (SH: C/o Police Station Building, Electric sub Station & External Development Work i.e. Internal Electrical Installations)
This document provides specifications for reinforced cement concrete work. It discusses formwork, reinforcement, and concreting requirements. Formwork must be made of seasoned wood boards at least 30mm thick. Reinforcement bars must meet specifications and be free of rust and contaminants. Concrete proportions and mixing are also specified, with cement to sand to aggregate ratios provided for different mixes. Proper curing and finishing of concrete surfaces is emphasized.
This document presents a case study on the construction of a 3-row hume pipe culvert in Raisen, Madhya Pradesh, India. A group of 5 civil engineering students from NRI Institute of Science and Technology conducted the study under the guidance of their professor. The report includes details of the culvert design, drawings, cost estimation, and conclusions from the project. The students analyzed the construction of a culvert using 3 rows of 1-meter diameter hume pipes to convey runoff between two locations.
Advanced construction equipments and techniquesselva ganesh
This document discusses advanced construction techniques and modern materials. It describes underwater construction methods like caissons and cofferdams. Trenchless technology techniques for installing pipes are also covered, including pipe jacking, auger boring, and microtunneling. Modern materials presented include fly ash bricks, translucent concrete, liquid granite, carbon nanotubes, and solar panel roofing tiles. The document concludes that these advanced techniques and innovative materials can improve properties, recycling, and make construction more efficient.
Central Public Works Department (CPWD) summer training reportAman Gupta
The document provides details about Aman Gupta's summer training project at Central Public Works Department (CPWD) in Varanasi, India. It summarizes his work on two construction sites - the construction of an Instrumental Central Discovery Centre near the computer centre at BHU and a new girls' hostel at IIT BHU. During his training, Aman helped with formwork, planning, monitoring work progress, and gained experience with various building materials and construction techniques used at the sites. He provided documentation of the training in this report.
Summer Internship Report of Civil Engineering in Construction SiteRAVI KUMAR
The document provides details about the internship completed by Ravi Kumar at Fidesto Projects Private Limited from June 17 to July 30, 2019. It includes an acknowledgement, information about the organization and the proposed residential project in Pune on which Ravi Kumar worked. Safety protocols at construction sites like use of safety equipment and formwork are also summarized. The key steps involved in building construction are outlined.
PWD CC ROAD CONSTRUCTION WORK TRAINING REPORTSatyam Anand
This document provides an overview of a practical training report submitted by Satyam Anand, a civil engineering student, on the construction of a plain cement concrete road. The report includes sections on the project overview including location, estimated cost, contractor and layout. It discusses the materials used in concrete construction including cement, sand and aggregate. It also covers quality control and assurance measures, construction methodology, plant and machinery used, and safety aspects. The training was conducted with the Public Works Department in Ajmer, India to fulfill degree requirements.
1) High rise buildings are becoming more common due to scarcity of land and demand for space. They are defined differently but generally refer to buildings over 15 meters tall.
2) Foundations for high rise buildings include shallow foundations like spread footings and mat foundations, and deep foundations like piles. Piles transfer load through end bearing or friction along their length.
3) Structural systems for high rise buildings must resist both gravity and lateral loads. Interior systems include rigid frames and shear walls. Exterior systems such as tube and diagrid systems resist loads along the building perimeter.
Rates Analysis For Calculating Material and Labour for building works ALI HYDER GADHI
The document discusses the analysis of rates for construction items. It provides materials costs, labor costs, and calculations to determine the total rate per unit of different construction works. For example, it calculates that the rate of excavation work is Rs. 9857 per cubic meter based on labor and materials. It also provides an example of determining the materials required for a 10 square meter conglomerate floor with two layers of concrete.
Industrial training report of construction of the residential buildingsuraj jha
This document summarizes a presentation on a residential building construction project. It provides an overview of the project, including the location, number of floors, timeline, and project manager. It also describes the company undertaking the project, M k mehta enterprise, and its past projects. Additionally, it outlines the various steps of construction including site clearance, surveying, excavation, foundation, concreting, beams and columns. Key materials and equipment used are also summarized such as cement, aggregates, bricks, water, admixtures, and concrete pumping equipment. Building bylaws regarding plinth area regulations are also briefly mentioned.
This document discusses using electronic waste (e-waste) in concrete. E-waste is a rapidly growing waste stream composed of metals, plastics, and hazardous materials. The document tests replacing coarse concrete aggregates with crushed e-waste pieces up to 20% replacement. Test results found compressive, split tensile, and flexural strengths increased with up to 15% e-waste replacement compared to ordinary concrete. The conclusion is that e-waste can be used in concrete to improve mechanical properties while providing environmentally-friendly waste disposal.
The document discusses the concepts of estimating, costing, technical sanction, administrative approval and budgetary provision as they relate to construction projects. It defines estimating as working out the approximate cost of a work by calculating quantities and costs, while costing determines the actual cost using measurement and abstract sheets. Technical sanction involves formal acceptance of the proposal and preliminary plans by competent authorities, and administrative approval provides budgetary provision for projects according to the 5-year plan after review.
This document provides details about a residential building project constructed by Raunak Group in Mumbai. It includes a 13 storey building with 93 flats of 3 BHK configuration. The building uses shallow foundations consisting of individual, strip and raft foundations due to the soil conditions. The superstructure is constructed with reinforced concrete using materials like cement, fine and coarse aggregates, and water. Construction techniques like brick masonry and plastering are also discussed.
The document provides an overview of the Public Works Department in Uttar Pradesh, India. It discusses the department's role in government construction projects and establishing organizations like the Uttar Pradesh State Bridge Corporation. It also summarizes the key steps in constructing concrete roads, including site preparation, forming joints, mixing and placing concrete, compaction, curing, and opening the road to traffic. The types of materials used like cement, aggregates, and equipment are also outlined.
This document defines and describes various types and concepts related to prestressed concrete. It discusses:
1) Definitions of prestressing steel types like wires, strands, tendons, and cables. It also defines bonded and unbonded tendons.
2) Advantages of prestressing like increased strength, reduced cracking, and suitability for precast construction.
3) Limitations include needing skilled technology and higher material costs.
4) Types of prestressing based on force source, location, sequence, member shape, and direction. It provides examples of pre-tensioning and post-tensioning, internal and external prestressing, and linear and circular prestressing.
Construction of residential building summer training pptSumit Singh
Sumit Singh completed a summer training project on the construction of a residential building complex called Assotech Blith Group Housing in Gurgaon, Haryana, India. The project involved constructing 7 towers ranging from G+18 to G+25 floors over an area of 12 acres. Singh learned about the various stages of construction including land acquisition, excavation, formwork, reinforcement placement, casting, and finishing. He was trained in activities like shuttering, bar placing, staircase construction, brickwork, and safety requirements. The training helped improve his confidence and choice to study civil engineering.
Summer training report in civil engineeringalok0025
This document provides a report on a summer training completed by Alok Kumar Singh from May 5th to July 4th, 2015 at a construction site for the Panchsheel Apartments project. The report details the construction process, materials used, safety procedures, and Alok's contributions during his training. It includes sections on site layout, excavation, foundation work, concrete mixing and pouring, wall and slab construction, quality control measures, and photos from the construction site. The training provided Alok with valuable practical experience in civil engineering and construction project management.
The application of precast concrete structural systems has been attaining vast progress worldwide, and now in India. Real Estate Company are Introducing Precast System. Because of lots of advantage over cast in situ system the precast system is getting attention in India. The advantages are high quality, high strength, speedy construction, economical, requirement of less manpower. During the 1920s reinforced concrete was used in Spring Mills, Mumbai for building flats for mill workers. The engineers were British, who built these structures. In the initial days reinforced concrete was built using steel and cement. The books that were referred for designing precast structures were from UK, that the then engineers took as a guide to carry on construction. The Napier Bridge in Chennai was built near the Fort area between 1939–1943; it was the first pre-stressed concrete bridge in India. The Madras Port is built using precast piles and retaining walls between 1905–1910, which is the first recorded pile foundation with precast. The best architects of that time were involved in designing these structures. The paper deals with the research and the application of precast concrete structural systems in India. The paper also describes the development already achieved to date in the applications of the precast concrete structural systems in the constructions field in India.
The document discusses roads and road construction. It begins with definitions and classifications of roads, including urban vs. non-urban roads and different road types based on function and development plans. It then discusses various types of road construction methods like earth roads, gravel roads, bituminous or asphalt roads, cement concrete roads, and soil stabilization. Specific construction techniques are described for water bound macadam roads. Requirements for sub-grade soil preparation are also outlined.
This document discusses pile foundations. It begins by listing the topics that will be covered, including types of piles, pile spacing, pile caps, load testing, and failures. It then defines a pile foundation as using slender structural members like steel, concrete or timber that are installed in the ground to transfer structural loads to deeper, stronger soil layers. The document goes on to classify piles based on their function, material, and installation method. It describes common pile types such as precast concrete, driven steel, and cast-in-place piles. The document provides details on pile uses, selection factors, and installation procedures.
The document provides details on the methodology for various items of construction work summarized in power point presentations. It describes 14 power point presentations covering topics like earth work, mortars, concrete work, finishing, repairs to buildings, dismantling and demolishing, road work, sanitary installation, water supply, drainage, pile work, and aluminium work. The remainder of the document provides specifications for horticulture and landscaping works including trenching, supplying good earth, oil cake, sludge, manure, rough dressing, uprooting weeds, fine dressing, and spreading of earth and manure.
The capacity of doing work by an artisan or skilled labour in the form of quantity of work per day is known as the task work or out turn of the labour.
The out-turn of work per artisan varies to some extent according to the nature, size, height, situation, location, etc., In bigger cities where specialized and experienced labour is available the out-turn is greater than small towns and country sides. In well organized work less labour is required.
This document presents a case study on the construction of a 3-row hume pipe culvert in Raisen, Madhya Pradesh, India. A group of 5 civil engineering students from NRI Institute of Science and Technology conducted the study under the guidance of their professor. The report includes details of the culvert design, drawings, cost estimation, and conclusions from the project. The students analyzed the construction of a culvert using 3 rows of 1-meter diameter hume pipes to convey runoff between two locations.
Advanced construction equipments and techniquesselva ganesh
This document discusses advanced construction techniques and modern materials. It describes underwater construction methods like caissons and cofferdams. Trenchless technology techniques for installing pipes are also covered, including pipe jacking, auger boring, and microtunneling. Modern materials presented include fly ash bricks, translucent concrete, liquid granite, carbon nanotubes, and solar panel roofing tiles. The document concludes that these advanced techniques and innovative materials can improve properties, recycling, and make construction more efficient.
Central Public Works Department (CPWD) summer training reportAman Gupta
The document provides details about Aman Gupta's summer training project at Central Public Works Department (CPWD) in Varanasi, India. It summarizes his work on two construction sites - the construction of an Instrumental Central Discovery Centre near the computer centre at BHU and a new girls' hostel at IIT BHU. During his training, Aman helped with formwork, planning, monitoring work progress, and gained experience with various building materials and construction techniques used at the sites. He provided documentation of the training in this report.
Summer Internship Report of Civil Engineering in Construction SiteRAVI KUMAR
The document provides details about the internship completed by Ravi Kumar at Fidesto Projects Private Limited from June 17 to July 30, 2019. It includes an acknowledgement, information about the organization and the proposed residential project in Pune on which Ravi Kumar worked. Safety protocols at construction sites like use of safety equipment and formwork are also summarized. The key steps involved in building construction are outlined.
PWD CC ROAD CONSTRUCTION WORK TRAINING REPORTSatyam Anand
This document provides an overview of a practical training report submitted by Satyam Anand, a civil engineering student, on the construction of a plain cement concrete road. The report includes sections on the project overview including location, estimated cost, contractor and layout. It discusses the materials used in concrete construction including cement, sand and aggregate. It also covers quality control and assurance measures, construction methodology, plant and machinery used, and safety aspects. The training was conducted with the Public Works Department in Ajmer, India to fulfill degree requirements.
1) High rise buildings are becoming more common due to scarcity of land and demand for space. They are defined differently but generally refer to buildings over 15 meters tall.
2) Foundations for high rise buildings include shallow foundations like spread footings and mat foundations, and deep foundations like piles. Piles transfer load through end bearing or friction along their length.
3) Structural systems for high rise buildings must resist both gravity and lateral loads. Interior systems include rigid frames and shear walls. Exterior systems such as tube and diagrid systems resist loads along the building perimeter.
Rates Analysis For Calculating Material and Labour for building works ALI HYDER GADHI
The document discusses the analysis of rates for construction items. It provides materials costs, labor costs, and calculations to determine the total rate per unit of different construction works. For example, it calculates that the rate of excavation work is Rs. 9857 per cubic meter based on labor and materials. It also provides an example of determining the materials required for a 10 square meter conglomerate floor with two layers of concrete.
Industrial training report of construction of the residential buildingsuraj jha
This document summarizes a presentation on a residential building construction project. It provides an overview of the project, including the location, number of floors, timeline, and project manager. It also describes the company undertaking the project, M k mehta enterprise, and its past projects. Additionally, it outlines the various steps of construction including site clearance, surveying, excavation, foundation, concreting, beams and columns. Key materials and equipment used are also summarized such as cement, aggregates, bricks, water, admixtures, and concrete pumping equipment. Building bylaws regarding plinth area regulations are also briefly mentioned.
This document discusses using electronic waste (e-waste) in concrete. E-waste is a rapidly growing waste stream composed of metals, plastics, and hazardous materials. The document tests replacing coarse concrete aggregates with crushed e-waste pieces up to 20% replacement. Test results found compressive, split tensile, and flexural strengths increased with up to 15% e-waste replacement compared to ordinary concrete. The conclusion is that e-waste can be used in concrete to improve mechanical properties while providing environmentally-friendly waste disposal.
The document discusses the concepts of estimating, costing, technical sanction, administrative approval and budgetary provision as they relate to construction projects. It defines estimating as working out the approximate cost of a work by calculating quantities and costs, while costing determines the actual cost using measurement and abstract sheets. Technical sanction involves formal acceptance of the proposal and preliminary plans by competent authorities, and administrative approval provides budgetary provision for projects according to the 5-year plan after review.
This document provides details about a residential building project constructed by Raunak Group in Mumbai. It includes a 13 storey building with 93 flats of 3 BHK configuration. The building uses shallow foundations consisting of individual, strip and raft foundations due to the soil conditions. The superstructure is constructed with reinforced concrete using materials like cement, fine and coarse aggregates, and water. Construction techniques like brick masonry and plastering are also discussed.
The document provides an overview of the Public Works Department in Uttar Pradesh, India. It discusses the department's role in government construction projects and establishing organizations like the Uttar Pradesh State Bridge Corporation. It also summarizes the key steps in constructing concrete roads, including site preparation, forming joints, mixing and placing concrete, compaction, curing, and opening the road to traffic. The types of materials used like cement, aggregates, and equipment are also outlined.
This document defines and describes various types and concepts related to prestressed concrete. It discusses:
1) Definitions of prestressing steel types like wires, strands, tendons, and cables. It also defines bonded and unbonded tendons.
2) Advantages of prestressing like increased strength, reduced cracking, and suitability for precast construction.
3) Limitations include needing skilled technology and higher material costs.
4) Types of prestressing based on force source, location, sequence, member shape, and direction. It provides examples of pre-tensioning and post-tensioning, internal and external prestressing, and linear and circular prestressing.
Construction of residential building summer training pptSumit Singh
Sumit Singh completed a summer training project on the construction of a residential building complex called Assotech Blith Group Housing in Gurgaon, Haryana, India. The project involved constructing 7 towers ranging from G+18 to G+25 floors over an area of 12 acres. Singh learned about the various stages of construction including land acquisition, excavation, formwork, reinforcement placement, casting, and finishing. He was trained in activities like shuttering, bar placing, staircase construction, brickwork, and safety requirements. The training helped improve his confidence and choice to study civil engineering.
Summer training report in civil engineeringalok0025
This document provides a report on a summer training completed by Alok Kumar Singh from May 5th to July 4th, 2015 at a construction site for the Panchsheel Apartments project. The report details the construction process, materials used, safety procedures, and Alok's contributions during his training. It includes sections on site layout, excavation, foundation work, concrete mixing and pouring, wall and slab construction, quality control measures, and photos from the construction site. The training provided Alok with valuable practical experience in civil engineering and construction project management.
The application of precast concrete structural systems has been attaining vast progress worldwide, and now in India. Real Estate Company are Introducing Precast System. Because of lots of advantage over cast in situ system the precast system is getting attention in India. The advantages are high quality, high strength, speedy construction, economical, requirement of less manpower. During the 1920s reinforced concrete was used in Spring Mills, Mumbai for building flats for mill workers. The engineers were British, who built these structures. In the initial days reinforced concrete was built using steel and cement. The books that were referred for designing precast structures were from UK, that the then engineers took as a guide to carry on construction. The Napier Bridge in Chennai was built near the Fort area between 1939–1943; it was the first pre-stressed concrete bridge in India. The Madras Port is built using precast piles and retaining walls between 1905–1910, which is the first recorded pile foundation with precast. The best architects of that time were involved in designing these structures. The paper deals with the research and the application of precast concrete structural systems in India. The paper also describes the development already achieved to date in the applications of the precast concrete structural systems in the constructions field in India.
The document discusses roads and road construction. It begins with definitions and classifications of roads, including urban vs. non-urban roads and different road types based on function and development plans. It then discusses various types of road construction methods like earth roads, gravel roads, bituminous or asphalt roads, cement concrete roads, and soil stabilization. Specific construction techniques are described for water bound macadam roads. Requirements for sub-grade soil preparation are also outlined.
This document discusses pile foundations. It begins by listing the topics that will be covered, including types of piles, pile spacing, pile caps, load testing, and failures. It then defines a pile foundation as using slender structural members like steel, concrete or timber that are installed in the ground to transfer structural loads to deeper, stronger soil layers. The document goes on to classify piles based on their function, material, and installation method. It describes common pile types such as precast concrete, driven steel, and cast-in-place piles. The document provides details on pile uses, selection factors, and installation procedures.
The document provides details on the methodology for various items of construction work summarized in power point presentations. It describes 14 power point presentations covering topics like earth work, mortars, concrete work, finishing, repairs to buildings, dismantling and demolishing, road work, sanitary installation, water supply, drainage, pile work, and aluminium work. The remainder of the document provides specifications for horticulture and landscaping works including trenching, supplying good earth, oil cake, sludge, manure, rough dressing, uprooting weeds, fine dressing, and spreading of earth and manure.
The capacity of doing work by an artisan or skilled labour in the form of quantity of work per day is known as the task work or out turn of the labour.
The out-turn of work per artisan varies to some extent according to the nature, size, height, situation, location, etc., In bigger cities where specialized and experienced labour is available the out-turn is greater than small towns and country sides. In well organized work less labour is required.
This document contains rate analysis information for various civil engineering works, including materials, equipment, labor, and unit rates. It includes rate schedules for fencing, hand and pressure pipes, roads, canal linings, flooring, and other construction items. Contact information is provided for the project advisor and students. The rate analysis is intended to provide ease for both educational and professional quantity surveying work.
This document provides information about estimating and costing for construction projects. It discusses the need for estimation to determine project feasibility and cost, outlines the estimating process, and lists the key data required which includes drawings, specifications, and rates. Measurement rules and units for different construction items like earthwork, concrete, masonry, woodwork, and finishing works are also covered. The document emphasizes accurate measurement of work quantities as the basis for preparation of estimates.
Appendix 11 analysis of rates - balsio shp phase ii - 28032014Nikhil Jaipurkar
The document provides a cost analysis for concrete work (M-10) for the surface works of the Balsio Hydro Electric Project. It includes calculations for the costs of materials, batching and mixing, transportation, placement and shuttering. The total prime cost per cubic meter of M-10 concrete is estimated to be Rs. 3422.161998 which includes costs for cement, sand, aggregates, batching, mixing, transportation by transit mixer, placement using a concrete pump, vibrating, cleaning and curing. Shuttering costs are estimated at Rs. 250 per cubic meter.
This document is the Central Public Works Department's Analysis of Rates for Delhi, 2007. It provides a comprehensive analysis of rates for various construction-related items and replaces the previous 1997 version. The analysis incorporates current market rates for materials and labor in Delhi. It includes analysis for many new construction items and technologies to account for recent developments in the construction sector. The document is published in two volumes and is intended to serve as a useful reference for government agencies, private builders, and other construction professionals.
The document provides terminology and methodology for various items of construction works related to sanitary installations based on CPWD specifications. It includes definitions of over 50 terms related to sanitary works and describes the specifications and standards for appliances and fittings according to the CPWD including flushing cisterns, traps, pipes, joints, valves and other components of plumbing systems. Diagrams are provided to illustrate plumbing configurations.
The document discusses a summer project report submitted to JK Cement Ltd on the market position of white cement and wall putty in the Pimpri Chinchwad Municipal Corporation area. It provides background on JK Cement, including that it is one of the largest cement manufacturers in Northern India and the second largest white cement manufacturer in India. The report will analyze the white cement and wall putty market in the given area to understand competitors and opportunities to help JK Cement maximize its market share.
This document provides an analysis of rates for construction works in Delhi, India. It contains basic rates for materials, labor, equipment hire, and carriage. The basic rates section includes hire rates for plants like concrete mixers and road rollers. Labor rates are the minimum wages set by the Government of Delhi. Material rates are based on market rates in Delhi from April to October 2007. Sundries are considered at 1 times the cost index. The analysis aims to provide rate analysis for various construction items using the latest construction methods and materials.
This document discusses various methods of construction cost estimation, including preliminary estimates, plinth area method, cubical contents method, unit base method, abstract estimates, detailed estimates, bottom up method, and square foot estimates. It also discusses factors that influence specification, rate analysis, and final estimates. Preliminary estimates provide early project costs but have low accuracy of 20-30%. Detailed estimates use quantities, rates, and specifications to determine costs more accurately. The bottom up method aggregates task estimates to determine total project costs.
The SoR contains rates for irrigation works, public health works, conveyance of materials, and hire charges of plant and machinery. It was approved by the Board of Chief Engineers based on draft rates
There are three main types of bearings: rolling element bearings, bushings, and journal bearings. Rolling element bearings have balls or rollers that reduce friction. Bushings use sliding contact between surfaces, with materials chosen to minimize wear. Journal bearings use a fluid film to separate sliding surfaces.
Bearing life is calculated theoretically based on the number of cycles for 10% of bearings to develop a specified size spall or pit due to subsurface fatigue cracks. While the calculation assumes maximum system loads, average loads are 50-80% of maximum, increasing bearing life. Proper lubrication is important to maximize actual bearing life in applications.
The every person whenever a leakage of pipe occurs in their houses or commercial building it create more problem so they want to solve it as soon as possible Whenever it occurs you should keep a cool head, and stop most of them until a plumbing profession will come to your house to do the pipe repair work.
This drawing provides details for a wooden kitchen including a frameless door made of laminated plywood with a white melamine face and matching cherry finish. The drawing includes an isometric and plan view of the door and notes its construction from 18mm plywood with a laminated surface on both sides.
Vigilance related issues in procurement of worksDr K M SONI
This document discusses various vigilance related issues in procurement of works projects. It addresses appointing consultants to avoid conflicts of interest, recoveries from contractor observations, bank guarantees, mobilization advances, transparency in tendering systems, mix design standards, post-tender negotiations, e-governance certification, purchase preference policies, tendering systems, delays in finalizing tenders and payments, pre-qualification criteria, manual notices of invitation to tender, acceptance criteria for awarding works, documenting decisions, and examining projects for vigilance issues like abnormal procurement, high rates awarded, delays in award, frequent discretion used, favors found, and biased awards.
The document provides details for the tender notice to provide and lay a Global Category Synthetic Hockey Surface at SAG Centre, NEHU Campus in Shillong, Meghalaya. Key details include:
- The scope of work, estimated cost of Rs. 2.65 Crore, and earnest money deposit required.
- Timeline for completion is 150 days from start date.
- Instructions for submitting bids electronically and requirements for documents.
- Technical qualifications required for the synthetic surface to be FIH approved and valid for 6 months beyond bid submission.
- Payment terms including US Dollars for the surface work.
Cad Outsourcing is the India base cad company which expertise in providing cad 2D Drafting, CAD design, 3D Modeling services to client globally. Choosing the right CAD Outsourcing partner is a important decision for your business. Cad Outsourcing is the one stop solution for any of your Cad needs. We can provide generous CAD services in KPO industries. Our ground-breaking outsourcing solutions for architects engineers have helped us to set up our footsteps in the global market.
Architectural Engineering, Civil Engineering, Structural Engineering, Mechanical Engineering, and Electrical Engineering Cad Outsourcing is the team of highly skilled, trained architects and engineers. Our engineers and Drafters can also work as per your standards.
The document provides a breakdown of costs for various construction items including:
- Contractor general costs such as site staff, services, and temporary works.
- Demolition work including removing walls, structures, and fittings.
- Excavation and groundworks like reducing levels, trenches, and filling.
- Concrete work for foundations, beds and filling hollow walls.
- Masonry work for brick, block and precast concrete walls of various thicknesses and materials.
This document provides information on various types of labor and construction machinery used for excavation, compaction, hauling, concrete mixing, vibration, and formwork. It discusses the advantages and disadvantages of using machinery versus manual labor for tasks like excavation, compaction, transportation, and concrete mixing. Machinery options covered include power shovels, draglines, scrapers, rollers, mixers, vibrators, while manual alternatives are also noted.
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Dsr Rate Anlaysis
1. GOVERNMENT OF INDIA
CENTRAL PUBLIC WORKS DEPARTMENT
ANALYSIS OF RATES
FOR DELHI
(V0L.2)
2007
PUBLISHED BY:
DIRECTOR GENERAL OF WORKS, CPWD, NIRMAN BHAWAN, NEW DELHI
2. GOVERNMENT OF INDIA
CENTRAL PUBLIC WORKS DEPARTMENT
ANALYSIS OF RATES
FOR DELHI
(V0L.2)
2007
PUBLISHED BY:
DIRECTOR GENERAL OF WORKS, CPWD, NIRMAN BHAWAN, NEW DELHI
4. FOREWORD
Central Public Works Department Analysis of Rates for Delhi is a very comprehensive and
useful document. It is based on scientific assessment of inputs of materials, labour and machinery
in various items of work normally encountered in a project.
It was first compiled in the year 1950, followed by publication or revisions in 1955, 1962, 1972,
1977, 1985 and 1997. Since publication of DAR, 1997, prices of labour and materials have registered
substantial increase. Besides the increased cost, there has been a spurt of new construction
materials and introduction of mechanised construction techniques for speedier construction. This
has necessitated revision of existing DAR, 1997 to include the above changes. Accordingly, this
Analysis of Rates for Delhi, 2007 has been prepared incorporating element of machinery and
prefabricated building components, wherever applicable.
Earlier C.P.W.D. Analysis of Rates for Delhi was a confidential document and was issued to
CPWD Officers and Government Departments only. In this age of transparency, we feel that this
is an anachronism. Therefore, for the first time DAR, 2007 is being published as an open document
and shall be available in two volumes. This will facilitate in obtaining feed back from the construction
industry and the professionals for continuous updation and improvement in the document.
Although DAR, 2007 contains most of the items of DAR, 1997, analysis of items which are
either obsolete or are not in use have been deleted. Similarly, analysis of many items have been
modified to correspond to items of DSR, 2007. Several new analysis of items pertaining to new
materials and new technologies in the construction sector have also been included. Analysis
of rates of many items also incorporate element of machinery instead of the lump sum provisions.
I wish to place on record the technical input and the effective coordination on the part of Shri
D.S.Sachdev, ADG(TD) and the efforts put in by Shri Suresh Kumar, CE(CSQ) and his team of
officers in TAS unit in finalising DAR, 2007 in a record time.
I am sure that C.P.W.D. Analysis of Rates for Delhi, 2007 along with Delhi Schedule of Rates,
2007 shall be a useful document to a number of departments, public sector undertakings, private
sector builders and architects etc.
(K. Srinivasan)
DIRECTOR GENERAL (WORKS)
New Delhi
February, 2008
5. PREFACE
1.0 C.P.W.D. Analysis of Rates for Delhi, 2007 is the revised edition of C.P.W.D. Analysis of
Rates for Delhi, 1997.
2.0. DAR, 2007 incorporates most of the analysis of DAR, 1997 with all correction slips up-to
date and will replace DAR, 1997.
3.0 DAR, 2007 is a bilingual document (Hindi version will follow).
4.0 DAR, 2007 is published in two volumes as under:
Volume Number Sub-head No. Contents/ Chapters
00 Basic Rates
01 Carriage of materials
02 Earth Work
03 Mortars
04 Concrete Work
05 Reinforced Cement Concrete Work
One 06 Brick Work
07 Stone Work
08 Marble Work
09 Wood and PVC Work
10 Steel Work
11 Flooring
12 Roofing
13 Finishing
14 Repairs to Buildings
15 Dismantling and Demolishing
Two 16 Road Work
17 Sanitary Installation
18 Water Supply
19 Drainage
20 Pile Work
21 Aluminium Work
22 Water Proofing
23 Horticulture and Landscape
5.0 Analysis of many items in DAR, 2007, which are either obsolete or are not in use, have
been deleted. Similarly, analysis of many items have been modified to correspond to items
of DSR, 2007. Several new analysis of items pertaining to new materials and new
technologies in the construction sector have also been included. Analysis of rates of many
items also incorporate element of machinery instead of lump sum provisions.
6.0 Analysis have been modified to include execution of different works by using various
electrical and mechanical equipments i.e. excavators, tower cranes, mobile cranes,
mechanical platforms, Batch Mix plant, transit mixers and pumps, piling rigs, pneumatic
cutters, chisels, chippers, hammers etc. Built-in provision has been taken in the analysis
of rates for new construction technology/ mechanisation.
6. 3
7.0 Analysis of dry work using prefabricated materials and pre-finished elements for speedier
construction are included viz gypsum block walls, calcium silicate and non-asbestos cement
board partitions, pre-finished counter tops for kitchen and washbasins, pre-moulded and
pre-finished stone work in risers and treads of steps and window sills, dry stone cladding,
sub-frames for windows, use of chemical and mechanical fasteners, laying of tiles in flooring
and dado with polymer based adhesives etc.
8.0 DAR, 2007 is based on the study of current market rates of materials at Delhi, collected
during the period of April, 2007 to October, 2007. Generally, the basic rates of materials,
incorporated in the analysis, pertain to materials conforming to BIS Standards/CPWD
Specifications/Materials of best quality available in the market.
Labour rates are the minimum wages issued by the Government of Delhi w.e.f. 01-09-2007.
9.0 Lump sum provision of labour/ T& P is replaced with mechanisation inputs. Prominent
items incorporating mechanization are earth-work in excavation, RMC / BMC, brick work
in superstructure above floor V level, road work, dismantling of R.C.C. work, dismantling
of C.C. and flexible pavements, pile work etc.
10.0 Number of uses of steel and wooden shuttering have been reduced from 80 and 16 times
to 40 and 8 times respectively, so that proper quality of shuttering is put to use.
11.0 Contractor’s profit and Overheads @ 15% ( CP=7.5% & OH 7.5%) has been adopted as
approved by the DGW vide Office Memorandum no. DG(W)MAN/150 dated 14-12-2007.
12.0 Sundries have been considered as 1.00 times based on Cost Index of Delhi as 100 over
DPAR 01-10-2007.
13.0 A lot of effort has gone into the preparation of this Analysis of Rates. I convey my
deep appreciation and sincere thanks to Shri Suresh Kumar, CE, CSQ, Shri Mayank
Tilak, S.E. (TAS), Sh. S.K.Jain EE(S&S) –I, Sh.S.C. Malik EE (S&S) -II,
Sh. A.V.R.Bhat EE (S&S) – III, Sh. V.P.Singh AE, Sh. H.N.Singh AE, Sh. S.K.Sarkar
AE, Sh.L.C.Gothwal AE, Sh.G.K. Jindal AE, Sh. S.S.Pal AE, Sh. Bahal Singh
D/Man Gr-I, Sh Upender Walia D/Man Gr.-I and other officers and staff of TAS Unit
for sincere efforts made in the preparation of this document in such a short time.
14.0 Due care has been taken to print the C.P.W.D. Analysis of Rates for Delhi as correctly as
possible. It is, however possible that some errors might have crept in. In case any error or
omission is noticed, it may be brought to the notice of the Superintending Engineer
(TAS), CPWD, Room no. 418, A- wing, Nirman Bhawan, New Delhi.
15.0 In case of any discrepancy between English and Hindi versions, the English version shall
be held valid. Suggestions for improvement are welcome.
(D.S.SACHDEV)
ADG (TD), CPWD,
Nirman Bhawan, New Delhi
New Delhi
February, 2008
7. Contents
Vol. 2
SH. NO. NAME OF SUB HEAD PAGE NO.
13. Finishing 583-635
14. Repairs to Buildings 637-692
15. Dismantling & Demolishing 693-729
16. Road Work 731-817
17. Sanitary Installation 819-900
18. Water Supply 901-1067
19. Drainage 1069-1152
20. Pile Work 1153-1178
21. Aluminium Work 1179-1203
22. Water Proofing 1205-1224
23. Horticulture and Landscaping 1225-1241
Note: For Sub Heads 1 to 12 refer to Vol.1
9. 585
13.1 12 mm cement plaster of mix:
13.1.1 1:4 (1 cement : 4 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 : 4 (1 cement: 4 fine sand). cum 0.144 2,278.85 328.15
(Rate as per item no. 3.4)
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 667.76
Add 1% for water charges 6.68
TOTAL 674.44
Add 15% for contractor’s profit and overheads 101.17
Cost of 10.00 sqm 775.61
Cost of 1.00 sqm 77.56
Say 77.55
13.1 12 mm cement plaster of mix:
13.1.2 1:6 (1 cement : 6 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 : 6 (1 cement: 6 fine sand). cum 0.144 1,687.70 243.03
(Rate as per item no. 3.6)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 582.64
Add 1% for water charges 5.83
TOTAL 588.47
Add 15% for contractor’s profit and overheads 88.27
Cost of 10.00 sqm 676.74
Cost of 1.00 sqm 67.67
Say 67.65
13. 2 15 mm cement plaster on rough side of single or half brick wall of mix:-
13.2.1 1:4 (1 cement : 4 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1: 4 (1 cement: 4 fine sand). cum 0.172 2,278.85 391.96
(Rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.25 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 777.90
10. 586
Code Description Unit Quantity Rate Amount
Add 1% for water charges 7.78
TOTAL 785.68
Add 15% for contractor’s profit and overheads 117.85
Cost of 10.00 sqm 903.53
Cost of 1.00 sqm 90.35
Say 90.35
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.2 1: 6 (1 cement: 6 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:6 (1 cement: 6 fine sand).
(Rate as per item no. 3.6) cum 0.172 1,687.70 290.28
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.25 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 676.22
Add 1% for water charges 6.76
TOTAL 682.98
Add 15% for contractor’s profit and overheads 102.45
Cost of 10.00 sqm 785.43
Cost of 1.00 sqm 78.54
Say 78.55
13.1 20 mm cement plaster of mix
13.3.1 1:4 (1 cement : 4 find sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.224 2,278.85 510.46
(Rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.94 146.55 137.76
0115 Coolie Day 1.02 135.25 137.96
0101 Bhisti Day 1.10 138.45 152.30
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 951.09
Add 1% for water charges 9.51
TOTAL 960.60
Add 15% for contractor’s profit and overheads 144.09
Cost of 10.00 sqm 1,104.69
Cost of 1.00 sqm 110.47
Say 110.45
11. 587
13.3 20 mm cement plaster of mix
13.3.2 1:6 (1 cement : 6 find sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:6 (1 cement: 6 fine sand). cum 0.224 1,687.70 378.04
(Rate as per item no. 3.6)
LABOUR
0155 Mason Day 0.94 146.55 137.76
0115 Coolie Day 1.02 135.25 137.96
0101 Bhisti Day 1.10 138.45 152.30
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 818.67
Add 1% for water charges 8.19
TOTAL 826.86
Add 15% for contractor’s profit and overheads 124.03
Cost of 10.00 sqm 950.89
Cost of 1.00 sqm 95.09
Say 95.10
13.4 12 mm cement plaster of mix
13.4.1 1:4 (1 cement : 4 coarse sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar - 1:4 cum 0.144 2,578.45 371.30
(Rate as per item no. 3.9)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 710.91
Add 1% for water charges 7.11
TOTAL 718.02
Add 15% for contractor’s profit and overheads 107.70
Cost of 10.00 sqm 825.72
Cost of 1.00 sqm 82.57
Say 82.55
13.4 12 mm cement plaster of mix
13.4.2 1:6 (1 cement : 6 coarse sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar -1:6 cum 0.144 1987.30 286.17
(Rate as per item no. 3.11)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
12. 588
Code Description Unit Quantity Rate Amount
TOTAL 625.78
Add 1% for water charges 6.26
TOTAL 632.04
Add 15% for contractor’s profit and overheads 94.81
Cost of 10.00 sqm 726.85
Cost of 1.00 sqm 72.69
Say 72.70
13.5 15 mm cement plaster on rough side of single or half brick wall of mix :
13.5.1 1:4 (1 cement: 4 coarse sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:4 cum 0.172 2,578.45 443.49
(Rate as per item no. 3.9)
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.22 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 829.43
Add 1% for water charges 8.29
TOTAL 837.72
Add 15% for contractor’s profit and overheads 125.66
Cost of 10.00 sqm 963.38
Cost of 1.00 sqm 96.34
Say 96.35
13.5 15 mm cement plaster on rough side of single or half brick wall of mix
13.5.2 1:6 (1 cement: 6 coarse sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 : 6 cum 0.172 1987.30 341.82
(Rate as per item no. 3.11)
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.25 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 727.76
Add 1% for water charges 7.28
TOTAL 735.04
Add 15% for contractor’s profit and overheads 110.26
Cost of 10.00 sqm 845.30
Cost of 1.00 sqm 84.53
Say 84.55
13. 589
13.6 20 mm cement plaster of mix : -
13.6.1 1:4 (1 cement: 4 coarse sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 : 4 (1 cement : 4 coarse sand) cum 0.224 2,578.45 577.57
(Rate as per item no. 3.9)
LABOUR
0155 Mason Day 0.94 146.55 137.76
0115 Coolie Day 1.02 135.25 137.96
0101 Bhisti Day 1.10 138.45 152.30
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 1,018.20
Add 1% for water charges 10.18
TOTAL 1,028.38
Add 15% for contractor’s profit and overheads 154.26
Cost of 10.00 sqm 1,182.64
Cost of 1.00 sqm 118.26
Say 118.25
13.6 20 mm cement plaster of mix :
13.6.2 1:6 (1 cement: 6 coarse sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 :6 cum 0.224 1,987.30 445.16
(Rate as per item no. 3.11)
LABOUR
0155 Mason Day 0.94 146.55 137.76
0115 Coolie Day 1.02 135.22 137.96
0101 Bhisti Day 1.10 138.45 152.30
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 885.79
Add 1% for water charges 8.86
TOTAL 894.65
Add 15% for contractor’s profit and overheads 134.20
Cost of 10.00 sqm 1,028.85
Cost of 1.00 sqm 102.89
Say 102.90
13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :
13.7.1 1:3 ( 1 cement : 3 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 : 3 cum 0.144 2,870.00 413.28
(Rate as per item no. 3.3)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
14. 590
Code Description Unit Quantity Rate Amount
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 927.99
Add 1% for water charges 9.28
TOTAL 937.27
Add 15% for contractor’s profit and overheads 140.59
Cost of 10.00 sqm 1077.86
Cost of 1.00 sqm 107.78
Say 107.80
13.7 12 mm cement plaster finished with a floating coat of neat cement of mix
13.7.2 1:4 (1 cement: 4 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
CemenLmortar 1:4 cum 0.144 2,278.85 328.15
(Rate as per item No. 3.4)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 842.86
Add 1 % for water charges 8.43
TOTAL 851.29
Add 15% for contractor’s profit and overheads 127.69
Cost of 10.00 sqm 978.98
Cost of 1.00 sqm 97.90
Say 97.90
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a
floating coat of neat cement of mix :
13.8.1 1:3 (1 cement: 3 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement rnortar 1 :3 cum 0.172 2,278.85 493.64
(Rate as item no. 3.3)
LABOUR
0155 Mason Day 0. 80 146.55 117.24
15. 591
Code Description Unit Quantity Rate Amount
0115 Coolie 119.02
Day 0.88 135.25
0101 Bhisti 137.07
Day 0.99 138.45
9999 Scaffolding and sundries 12.61
L.S 12.61 1.00
0367 Cement 90.00
tonne 0.02 4,500.00
2209 Carriage of Cement 0.95
tonne 0.02 47.29
0155 Mason 39.57
Day 0.27 146.55
0115 Coolie 36.52
Day 0.27 135.25
9999 Scaffolding and sundries 8.06
L.S 80.6 1.00
TOTAL 1,054.68
Add 1 % for water charges 10.55
TOTAL 1,065.23
Add 15% for contractor’s profit and overheads 159.78
Cost of 10.00 sqm 1,225.01
Cost of 1.00 sqm 122.50
Say 122.50
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a
floating coat of neat cement of mix :
13.8.2 1:4 (1 cement: 4 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement rnortar 1 :4 cum 0.172 2,278.85 391.96
(Rate as item no. 3.4)
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.25 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 953.00
Add 1% for water charges 9.53
TOTAL 962.53
Add 15% for contractor’s profit and overheads 144.38
Cost of 10.00 sqm 1,106.91
Cost of 1.00 sqm 110.69
Say 110.70
16. 592
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat
cement.
13.9.1 12mm cement plaster.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
2112 Cement rnortar cum 0.144 3,169.60 456.42
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 971.13
Add 1 % for water charges 9.71
TOTAL 980.84
Add 15% for contractor’s profit and overheads 147.13
Cost of 10.00 sqm 1,127.97
Cost of 1.00 sqm 112.80
Say 112.80
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat
cement.
13.9.2 20 mm cement plaster.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
2112 Cement rnortar cum 0.224 3,169.60 709.99
LABOUR
0155 Mason Day 0.94 146.55 137.76
0115 Coolie Day 1.03 135.25 137.96
0101 Bhisti Day 1.10 138.45 152.30
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 1,325.72
Add 1 % for water charges 13.26
TOTAL 1,338.98
Add 15% for contractor’s profit and overheads 200.85
Cost of 10.00 sqm 1,539.83
Cost of 1.00 sqm 153.98
Say 154.00
17. 593
13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of
neat cement on the roughside of single or half brick wall.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement rnortar 1 : 3 (1 cement : 3 coarse sand) cum 0.172 3,169.60 545.17
(Rate as per item no. 3.8)
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.25 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 1,106.21
Add 1 % for water charges 11.06
TOTAL 1,117.27
Add 15% for contractor’s profit and overheads 167.59
Cost of 10.00 sqm 1,284.86
Cost of 1.00 sqm 128.49
Say 128.50
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5
(1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster
1:6 (1 cement: 6 fine sand).
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Under layer Cement mortar 1:5(1 cement: 5 cum 0.144 2,260.15 325.46
coarse sand)
(Rate as per item no. 3.10) cum 0.072 1,687.70 121.51
Top layer cement mortar 1:6(1 cement: 6 fine
sand). (Rate as per item 3.6)
LABOUR
0155 Mason Day 1.21 146.55 177.33
0115 Coolie Day 1.29 135.25 174.47
0101 Bhisti Day 1.05 138.45 145.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 956.75
Add 1% for water charges 9.57
TOTAL 966.32
Add 15%for contractor’s profit and overheads 144.95
Cost of 10.00 sqm 1111.27
Cost of 1.00 sqm 111.13
Say 111.15
18. 594
13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5
(1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3(1 cement:
3 coarse sand) finished rough with sponge.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Under layer Cement mortar 1:5(1 cement: 5 cum 0.144 2,260.15 325.46
coarse sand) (Rate as per item no. 3.10)
Top layer cement mortar 1:3(1 cement: 3 cum 0.072 3,169.60 228.21
coarse sand). (Rate as per item no. 3.8)
LABOUR
0155 Mason Day 1.21 146.55 177.33
0115 Coolie Day 1.29 135.25 174.47
0101 Bhisti Day 1.05 138.45 145.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 1,063.45
Add 1 % for water charges 10.63
TOTAL 1,074.08
Add 15 % for contractor’s profit and overheads 161.11
Cost of 10.00 sqm 1,235.19
Cost of 1.00 sqm 123.52
Say 123.50
13.13 12 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:2 cum 0.144 3,959.25 570.13
(Rate as per item no. 3.12)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0115 Coolie Day 0.75 135.22 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 909.74
Add 1% for water charges 9.10
TOTAL 918.84
Add 15 % for contractor’s profit and overheads 137.83
Cost of 10.00 sqm 1,056.67
Cost of 1.00 sqm 105.67
Say 105.65
19. 595
13.14 15 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust) on the rough side of single or
half brick wall.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1 : 2 cum 0.172 3,959.25 680.99
(Rate as per item no. 3.12)
LABOUR
0155 Mason Day 0.80 146.55 117.24
0115 Coolie Day 0.88 135.22 119.02
0101 Bhisti Day 0.99 138.45 137.07
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 1,066.93
Add 1% for water charges 10.67
TOTAL 1,077.60
Add 15 % for contractor’s profit and overheads 161.64
Cost of 10.00 sqm 1239.24
Cost of 1.00 sqm 123.92
Say 123.90
13.15 20 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:2 cum 0.224 3,959.25 886.87
(Rate as per item no. 3.12)
LABOUR
0155 Mason Day 0.94 146.55 137.76
0115 Coolie Day 1.02 135.22 137.96
0101 Bhisti Day 1.10 138.45 152.30
9999 Scaffolding and sundries L.S 12.61 1.00 12.61
TOTAL 1,327.50
Add 1% for water charges 13.28
TOTAL 1,340.78
Add 15 % for contractor’s profit and overheads 201.12
Cost of 10.00 sqm 1,541.90
Cost of 1.00 sqm 154.19
Say 154.20
13.16 6 mm cement plaster of mix:
13.16.1 1:3 ( 1 cement : 3 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:2 cum 0.072 2,870.00 206.64
(Rate as per item no. 3.3)
LABOUR
0155 Mason Day 0.51 146.55 74.74
0115 Coolie Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
20. 596
Code Description Unit Quantity Rate Amount
9999 Extra for removing burrs, cleaning with wire L.S 13.39 1.00 13.39
brushes, pock making with pointed tool etc.
complete.
9999 Scaffolding and sundries L.S 11.70 1.00 11.70
TOTAL 535.28
Add 1% for water charges 5.35
TOTAL 540.63
Add 15 % for contractor’s profit and overheads 81.09
Cost of 10.00 sqm 621.72
Cost of 1.00 sqm 62.17
Say 62.15
13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) Finished with a flooting coat of
neat cement and thick coat of lime wash on top of walls when dry for bearing of
R.C.C slabs and beams.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:3 (Rate as per item no. 3.3) cum 0.072 2,870.00 206.64
LABOUR
0155 Mason
0115 Coolie Day 0.51 146.55 74.74
0101 Bhisti Day 0.75 135.25 101.44
9999 Extra for removing burrs, cleaning with wire Day 0.92 138.45 127.37
brushes, pock making with pointed tool etc. L.S 13.39 1.00 13.39
complete. 11.70
9999 Scaffolding and sundries L.S 11.70 1.00
0367 Cement tonne 0.02 4,500.00 90.00
2209 Carriage of Cement tonne 0.02 47.29 0.95
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
0776 Satna lime quintal 0.01 178.00 1.78
9999 Indigo gum etc L.S 2.08 1.00 2.08
9999 Sundries ladder etc. L.S 0.52 1.00 0.52
0141 White Washer Day 0.07 138.45 9.69
0115 Coolie Day 0.07 135.25 9.47
9999 Sundries L.S 2.73 1.00 2.73
TOTAL 736.65
Add 1 % for water charges 7.37
TOTAL 744.02
Add 15% for contractor’s profit and overheads 111.60
Cost of 10.00 sqm 855.62
Cost of 1.00 sqm 85.56
Say 85.55
21. 597
13.18 Neat cement punning
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0367 Cement tonne 0.022 4,500.00 99.00
2209 Carriage of Cement tonne 0.022 47.29 1.04
0155 Mason Day 0.27 146.55 39.57
0115 Coolie Day 0.27 135.25 36.52
9999 Scaffolding and sundries L.S 8.06 1.00 8.06
TOTAL 184.19
Add 1% for water charges 1.84
TOTAL 186.03
Add 15 % for contractor’s profit and overheads 27.90
Cost of 10.00 sqm 213.93
Cost of 1.00 sqm 21.39
Say 21.40
13.19 Rough cast plaster upto 10m height above ground level with a mixture of sand and
gravel or crushed stone from 6mm to 10mm nominal size dashed over and including
the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4
coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed
with 10% finely grounded hydrated lime by volume of cement.
13.19.1 Ordinary cement finish using ordinary cement
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Under layer 12 mm thick cement plaster cum 0.144 2,578.45 371.30
Cement mortar 1:4(1 cement: 4 coarse sand).
(Rate as per item no. 3.9)
0155 Mason Day 0.67 146.55 98.19
0115 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 9.88 1.00 9.88
Top layer 10 mm thick cement plaster
3.3 Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.12 2,870.00 344.40
0155 Mason Day 0.61 146.55 89.40
0114 Beldar Day 0.69 135.25 93.32
0101 Bhisti Day 0.85 138.45 117.68
9999 Scaffolding and sundries L.S 9.88 1.00 9.88
1179 Sand and gravel or crushed stone 6 mm to 10 cum 0.10 675.00 67.50
mm size
0101 Bhisti Day 0.01 138.45 1.38
0777 Grounded hydrated lime (factory made) quintal 0.09 177.00 15.93
9999 Carriage of lime L.S 1.40 1.00 3.64
0155 Mason Day 0.50 146.55 73.28
0114 Beldar Day 0.50 135.25 67.62
0101 Bhisti Day 0.10 138.45 13.84
9999 Scaffolding and sundries L.S 9.88 1.00 9.88
Labour for scooping
0123 Mason 1st class Day 0.25 151.50 37.88
0114 Beldar Day 0.25 135.25 33.81
TOTAL 1,687.62
Add 1 % for water charges 16.88
TOTAL 1,704.50
22. 598
Code Description Unit Quantity Rate Amount
Add 15% for contractor’s profit and overheads 255.68
Cost of 10.00 sqm 1,960.18
Cost of 1.00 sqm 196.02
Say 196.00
13.20 Pebble dash plaster upto 10m height above ground level with a mixture of washed
pebble or crushed stone 6mm to 12.5 mm nominal size dashed over and including
the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4
coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed
with 10% finely grounded hydrated lime by volume of cement.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Under layer 12 mm thick cement plaster cum 0.144 2,578.45 371.30
Cement mortar 1:4(1 cement: 4 coarse sand).
(Rate as per item no. 3.9)
LABOUR
0155 Mason Day 0.67 146.55 98.19
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.92 138.45 127.37
9999 Scaffolding and sundries L.S 9.88 1.00 9.88
Top layer 10 mm thick cement plaster
Cement mortar 1:3 (1 cement: 3 fine sand).
(Rate as per item no. 3.3) cum 0.12 2,870.00 344.40
0155 Mason Day 0.61 146.55 89.40
0114 Beldar Day 0.69 135.25 93.32
0101 Bhisti Day 0.85 138.45 117.68
9999 Scaffolding and sundries L.S 9.88 1.00 9.88
1179 Sand and gravel or crushed stone 2.36 mm to cum 0.10 675.00 67.50
12.5 mm size
0101 Bhisti Day 0.01 138.45 1.38
0777 Grounded hydrated lime (factory made) quintal 0.09 177.00 15.93
9999 Carriage of lime L.S 3.64 1.00 3.64
0155 Mason Day 0.50 146.55 73.28
0114 Beldar Day 0.50 135.25 67.62
0101 Bhisti Day 0.10 138.45 13.84
9999 Scaffolding and sundries L.S 9.88 1.00 9.88
9999 Scaffolding and sundries L.S 4.42 1.00 4.42
TOTAL 1,620.35
Add 1 % for water charges 16.20
TOTAL 1,636.55
Add 15% for contractor’s profit and overheads 245.48
Cost of 10.00 sqm 1,882.03
Cost of 1.00 sqm 188.20
Say 188.20
13.21 Extra for providing and mixing water proofing material in cement plaster work in
proportion recommended by the manufacturers.
Code Description Unit Quantity Rate Amount
Detail of cost for 12 mm cement plaster 1:3
(1 Cement: 3 sand) = 10 sqm. or 1.48 bags of
cement used in the mix
Cement required for 10 sqm = 73.89 kg.
Water proofing material required @ 1 kg per
23. 599
Code Description Unit Quantity Rate Amount
50 kg of cement = 1.48 kg.
1213 Water proofing materials kilogram 1.48 20.00 29.60
9999 Sundries L.S 7.15 1.00 7.15
TOTAL 36.75
Add 1% for water charges 0.37
TOTAL 37.12
Add 15 % for contractor’s profit and 5.57
overheads
Cost for 1.48 bags of cement used in
the mix 42.69
Cost for 1.00 sqm 28.84
Say 28.85
13.22 Extra for plastering exterior walls of height more than 10 m from ground level for
every additional height of 3 m or part thereof.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
9999 Scaffolding and sundries L.S 53.82 1.00 53.82
LABOUR
0155 Mason Day 0.20 146.55 29.31
0115 Coolie Day 0.30 135.25 40.57
0101 Bhisti Day 0.10 138.45 13.84
9999 Sundries L.S 7.15 1.00 7.15
TOTAL 144.69
Add 1% for water charges 1.45
TOTAL 146.14
Add 15% for contractor’s profit and 21.92
overheads
Cost of 10.00 sqm 168.06
Cost of 1.00 sqm 16.81
Say 16.80
13.23 Extra for plastering on circular work not exceeding 6 m in radius:
13.23.1 In one coat
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 0.20 146.55 29.31
0114 Beldar Day 0.20 135.25 27.05
9999 Sundries L.S 7.15 1.00 7.15
TOTAL 63.51
Add 1% for water charges 0.64
TOTAL 64.15
Add 15% for contractor’s profit and overheads 9.62
Cost of 10.00 sqm 73.77
Cost of 1.00 sqm 7.38
Say 7.40
24. 600
13.23 Extra for plastering on circular work not exceeding 6 m in radius:
13.23.2 In two coat
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 0.30 146.55 43.96
0114 Beldar Day 0.30 135.25 40.57
Sundries L.S 13.39 1.00 13.39
9999
TOTAL 97.92
Add 1% for water charges 0.98
TOTAL 98.90
Add 15% for contractor’s profit and overheads 14.84
Cost of 10.00 sqm 113.74
Cost of 1.00 sqm 11.37
Say 11.35
13.24 Extra for plastering done on moulding cornices or architraves including neat finish
to line and level:
13.24.1 In one coat
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 3.00 146.55 439.65
0114 Beldar Day 2.00 135.25 270.50
0115 Coolie Day 1.00 135.25 135.25
0101 Bhisti Day 0.25 138.45 34.61
9999 Sundries L.S 13.39 1.00 13.39
TOTAL 893.40
Add 1% for water charges 8.93
TOTAL 902.33
Add 15% for contractor’s profit and overheads 135.35
Cost of 10.00 sqm 1,037.68
Cost of 1.00 sqm 103.77
Say 103.75
13.24 Extra for plastering done on moulding cornices or architraves including neat finish
to line and level:
13.24.2 In two coats
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 5.00 146.55 732.75
0114 Beldar Day 3.00 135.25 405.75
0115 Coolie Day 2.00 135.25 270.50
0101 Bhisti Day 0.33 138.45 45.69
9999 Sundries L.S 13.39 1.00 13.39
TOTAL 1,468.08
Add 1% for water charges 14.68
TOTAL 1,482.76
Add 15% for contractor’s profit and overheads 222.41
Cost of 10.00 sqm 1,705.17
Cost of 1.00 sqm 170.52
Say 170.50
25. 601
13.25 Extra for plastering
13.25.1 Spherical ceiling
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 0.75 146.55 109.91
0114 Beldar Day 0.74 135.25 100.08
9999 Sundries L.S 26.91 1.00 26.91
TOTAL 236.90
Add 1% for water charges 2.37
TOTAL 239.27
Add 15% for contractor’s profit and overheads 35.89
Cost of 10.00 sqm 275.16
Cost of 1.00 sqm 27.52
Say 27.50
13.25 Extra for plastering
13.25.2 Groined ceiling
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 0.80 146.55 117.24
0114 Beldar Day 0.80 135.25 108.20
9999 Sundries L.S 34.06 1.00 34.06
TOTAL 259.50
Add 1% for water charges 2.60
TOTAL 262.10
Add 15% for contractor’s profit and overheads 39.32
Cost of 10.00 sqm 301.42
Cost of 1.00 sqm 30.14
Say 30.15
13.25 Extra for plastering
13.25.3 Flewing ceiling
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 0.50 146.55 73.28
0114 Beldar Day 0.50 135.25 67.62
9999 Sundries L.S 13.39 1.00 13.39
TOTAL 154.29
Add 1% for water charges 1.54
TOTAL 155.83
Add 15% for contractor’s profit and overheads 23.37
Cost of 10.00 sqm 179.20
Cost of 1.00 sqm 17.92
Say 17.90
26. 602
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface
to prepare the surface even and smooth complete
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Plaster of paris 10x0.002x1121 = 22.42kg
Add 20% wastage= 0.45kg
Total = 22.45kg
Say23kg
0869 Plaster of Paris kilogram 23.00 2.50 57.50
9999 Carriage of plaster of paris L.S 1.50 2.60 3.90
LABOUR
0122 Mason special Day 0.91 151.50 137.86
0144 Beldar Day 0.91 135.25 123.08
9999 Scaffolding and sundries L.S 83.98 1.00 83.98
TOTAL 406.32
Add 1 % for water charges 4.06
TOTAL 410.38
Add 15% for contractor’s profit and overheads 61.56
Cost of 10.00 sqm 471.94
Cost of 1.00 sqm 47.19
Say 47.20
13.27 Extra for lining out plaster to imitate stone or concrete blocks walling
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
LABOUR
0155 Mason Day 0.50 146.55 73.28
0114 Beldar Day 0.50 135.25 67.62
9999 Solution of lime putty L.S 1.82 1.00 1.82
TOTAL 142.72
Add 1% for water charges 1.43
TOTAL 144.15
Add 15% for contractor’s profit and overheads 21.62
Cost of 10.00 sqm 165.77
Cost of 1.00 sqm 16.58
Say 16.60
13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.28.1 Flush Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1 : 4 (1 cement: 4 fine sand). cum 0.014 2,278.85 31.90
(Rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.27 146.55 39.57
27. 603
Code Description Unit Quantity Rate Amount
0115 Coolie Day 0.27 135.25 36.52
0101 Bhisti Day 0.05 138.45 6.92
9999 Sundries L.S 1.43 1.00 1.43
TOTAL 116.34
Add 1% for water charges 1.16
TOTAL 117.50
Add 15% for contractor’s profit and overheads 17.62
Cost of 10.00 metre long and 10 cm wide band 135.12
Cost of 1.00 metre long and 1 cm wide band 1.35
Say 1.35
13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.28.2 Sunk Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.014 2,278.85 31.90
(Rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.30 146.55 43.96
0115 Coolie Day 0.30 135.25 40.57
0101 Bhisti Day 0.05 138.45 6.92
9999 Sundries L.S 2.08 1.00 2.08
TOTAL 125.43
Add 1% for water charges 1.25
TOTAL 126.68
Add 15% for contractor’s profit and overheads 19.00
Cost of 10.00 metre long and 10 cm wide band 145.68
Cost of 1.00 metre long and 1 cm wide band 1.46
Say 1.45
13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.28.3 Raised Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.014 2,278.85 31.90
(Rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.35 146.55 51.29
0115 Coolie Day 0.35 135.25 47.34
0101 Bhisti Day 0.05 138.45 6.92
9999 Sundries L.S 2.73 1.00 2.73
28. 604
Code Description Unit Quantity Rate Amount
TOTAL 140.18
Add 1% for water charges 1.40
TOTAL 141.58
Add 15 % for contractor’s profit and overheads 21.24
Cost of 10.00 metre long and 10 cm wide band 162.82
Cost of 1.00 metre long and 1 cm wide band 1.63
Say 1.65
13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.28.4 Moulded Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand).
(Rate as per item No 3.4)
LABOUR cum 0.014 2,278.85 31.90
0155 Mason Day 0.65 146.55 95.26
O115 Coolie Day 0.65 135.25 87.91
0101 Bhisti Day 0.05 138.45 6.92
9999 Sundries L.S. 1.56 1.00 1.56
TOTAL 223.55
Add 1 % for water charges 2.24
TOTAL 225.79
Add15% for contractor’s profit and overheads 33.87
Cost of 10.00 metre long and 10 cm wide band 259.66
Cost of 1.00 metre long and 1 cm wide band 2.60
Say 2.60
13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.29.1 Flush Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.02 2,278.85 45.58
(Rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.32 146.55 46.90
0115 Coolie Day 0.32 135.25 43.28
0101 Bhisti Day 0.06 138.45 8.31
9999 Sundries L.S 2.08 1.00 2.08
TOTAL 146.15
Add 1% for water charges 1.46
TOTAL 147.61
Add 15% for contractor’s profit and overheads 22.14
Cost of 10.00 metre long and 10 cm wide band 169.75
Cost of 1.00 metre long and 1 cm wide band 1.70
Say 1.70
29. 605
13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.29.2 Sunk Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.02 2,278.85 45.58
(rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.36 146.55 52.76
0115 Coolie Day 0.36 135.25 48.69
0101 Bhisti Day 0.06 138.45 8.31
9999 Sundries L.S 2.73 1.00 2.73
TOTAL 158.07
Add 1% for water charges 1.58
TOTAL 159.65
Add 15% for contractor’s profit and overheads 23.95
Cost of 10.00 metre long and 10 cm wide band 183.60
Cost of 1.00 metre long and 1 cm wide band 1.84
Say 1.85
13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.29.3 Raised Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.02 2,278.85 45.58
(rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.42 146.55 61.55
0115 Coolie Day 0.42 135.25 56.80
0101 Bhisti Day 0.06 138.45 8.31
9999 Sundries L.S 4.42 1.00 4.42
TOTAL 176.66
Add 1% for water charges 1.77
TOTAL 178.43
Add 15% for contractor’s profit and overheads 26.76
Cost of 10.00 metre long and 10 cm wide band 205.19
Cost of 1.00 metre long and 1 cm wide band 2.05
Say 2.05
13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand):
13.29.4 Moulded Band
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm
wide band
MATERIALS
Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.024 2,278.85 54.69
(rate as per item no. 3.4)
LABOUR
30. 606
Code Description Unit Quantity Rate Amount
0155 Mason Day 0.86 146.55 126.03
0115 Coolie Day 0.86 135.25 116.32
0101 Bhisti Day 0.05 138.45 6.92
9999 Sundries L.S 2.73 1.00 2.73
TOTAL 306.69
Add 1% for water charges 3.07
TOTAL 309.76
Add 15% for contractor’s profit and overheads 46.46
Cost of 10.00 metre long and 10 cm wide band 356.22
Cost of 1.00 metre long and 1 cm wide band 3.56
Say 3.55
13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with
cement mortar 1:5 (1cement: 5 coarse sand) top layer 6mm thick with cement mortar
1:4 (1 cement: 4 fine sand). .
Code Description Unit Quantity Rate Amount
Detail of cost for 10 metre long and 10 cm wide band
MATERIALS
Cement mortar 1:5 (1 cement: 5 coarse sand). cum 0.014 2,260.15 31.64
(rate as per item no. 3.10) 0.01 2278.85 22.79
Cement morter 1:4 ( 1 cement: 4 fine sand). cum
(rate as per item no. 3.4)
LABOUR
0155 Mason Day 0.86 146.55 126.03
0115 Coolie Day 0.86 135.25 116.32
0101 Bhisti Day 0.05 138.45 6.92
9999 Sundries L.S 2.73 2. 1.00 2.73
TOTAL 306.43
Add 1 % for water charges 3.06
TOTAL. 309.49
Add 15% for contractor’s profit and overheads 46.42
Cost of 1 metre long and 10 cm wide band 355.91
Cost of 1.00 metre long and 1 cm wide band 3.56
Say 3.55
13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine
sand):
13.31.1 Flush / Ruled/ Struck or weathered pointing.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.03 2,870.00 86.10
(rate as per item no. 3.3)
LABOUR
0155 Mason Day 0.50 146.55 73.28
0115 Coolie Day 0.60 135.25 81.15
0101 Bhisti Day 0.93 138.45 128.76
9999 Sundries L.S 7.15 1.00 7.15
9999 Scaffolding and racking out joints including L.S 14.30 1.00 14.30
sundries 2.
TOTAL 390.74