Success of a construction project the choice of mechanical equipment
Proper equipment work can be completed in short time with less cost
Easy availability of good mechanical equipment an asset of any civil engineering project
This document contains questions and answers related to the subject of Estimation and Quantity Surveying. It includes definitions of key terms like tender, contract, estimate, detailed estimate, abstract estimate, and quantity surveyor. It also provides examples of calculating quantities of materials for constructions like walls, roads, and culverts. Methods for measurement of quantities and types of estimates are described.
The document discusses the importance of construction equipment in major construction projects. It notes that construction equipment contributes to economy, quality, safety and timely completion of projects. It then covers various topics related to construction equipment including classification based on work type, common equipment types, factors to consider when selecting equipment, and financial aspects like arranging finance, purchasing vs hiring equipment.
This document provides information on estimating earthwork and excavation quantities for civil engineering projects. It discusses:
- Common types of excavation like soft soil, hard soil, mud, soft rock, and hard rock.
- Methods for calculating excavation volumes based on length, breadth, depth, and classification of materials.
- Considerations for excavating foundations including ensuring vertical sides and level bottoms before pouring concrete.
- Methods for calculating quantities of earthwork for roadworks using cross-sectional areas, prismoidal formulas, and mean heights.
Construction Project Management is an important subject to learn in Civil Engineering.
Significance • As construction involves various activities starting from the design and planning to project completion and quality check, there is a exorbitant need for Management of construction. • Construction Industry plays a crucial role in the economy and development of a nation.
4. Objectives To complete the project in specified time and with allocated budget. To Plan and schedule the work and distribute between various departments. Deployment of personnel in Different tasks. To achieve High quality workmanship. Creating an organisation that works as a team. Using the limited available resources and producing maximum output. Providing safe and satisfactory working conditions for all personnel and workers.
5. Functions: Planning & Scheduling Organizing Staffing Directing Controlling & Co-ordinating
6. Stages of construction Briefing Designing Tendering Construction Commissioning
7. 1) Briefing Stage • This stage consists of framework required for the construction work to take a shape from the ideology of client and feasibility of Project which involves architects, engineers and project manager.
Objectives Developing Alternatives Feasible Solution ? Evaluation of Alternatives Report & Recommendation Technical and non technical Investigations
8. 2) Designing or planning Stage Prepare construction schedule Prepare final cost estimate Prepare Working Drawings and specificati ons Prepare scheme and detailed designs Soil investigations, Topographic investigation, material supply and market surveys etc Carry out Technical Investigations Final adoption of the most suitable summary Finalize Project Summary
The construction of a new railway track involves three main stages: earth work to prepare the formation, plate laying which involves laying rails and sleepers, and laying of ballast. There are different methods for plate laying such as the tramline method, telescopic method, and American method. Maintenance of the track is also important and involves daily inspection and maintenance as well as periodic maintenance to detect defects.
Visit www.seminarlinks.blogspot.com to Download.
The intersection of railway track and the road at the same level is referred to as a level crossing. In the urban areas the level crossing is generally monitored by qualified railway personnel who monitor the train movement and close the level crossing gate to stop the interfering road traffic but such closing of gates leads to congestion in road traffic and also causes loss of time to road users. Road under bridge and road over the bridge are considered as solutions for avoiding level crossings of roads and railway track.
This document discusses different methods of constructing underground structures beneath existing surfaces without disrupting traffic, including box jacking, arched jacking, and thrust boring. Box jacking involves pushing pre-cast concrete boxes into the ground with hydraulic jacks to form the structure. Arched jacking and thrust boring use similar techniques to jack pipes through the ground. Freezing the soil is another method used to stabilize the ground and prevent issues like water seepage when constructing underground. Case studies demonstrate how these techniques have been applied to real projects.
This document contains questions and answers related to the subject of Estimation and Quantity Surveying. It includes definitions of key terms like tender, contract, estimate, detailed estimate, abstract estimate, and quantity surveyor. It also provides examples of calculating quantities of materials for constructions like walls, roads, and culverts. Methods for measurement of quantities and types of estimates are described.
The document discusses the importance of construction equipment in major construction projects. It notes that construction equipment contributes to economy, quality, safety and timely completion of projects. It then covers various topics related to construction equipment including classification based on work type, common equipment types, factors to consider when selecting equipment, and financial aspects like arranging finance, purchasing vs hiring equipment.
This document provides information on estimating earthwork and excavation quantities for civil engineering projects. It discusses:
- Common types of excavation like soft soil, hard soil, mud, soft rock, and hard rock.
- Methods for calculating excavation volumes based on length, breadth, depth, and classification of materials.
- Considerations for excavating foundations including ensuring vertical sides and level bottoms before pouring concrete.
- Methods for calculating quantities of earthwork for roadworks using cross-sectional areas, prismoidal formulas, and mean heights.
Construction Project Management is an important subject to learn in Civil Engineering.
Significance • As construction involves various activities starting from the design and planning to project completion and quality check, there is a exorbitant need for Management of construction. • Construction Industry plays a crucial role in the economy and development of a nation.
4. Objectives To complete the project in specified time and with allocated budget. To Plan and schedule the work and distribute between various departments. Deployment of personnel in Different tasks. To achieve High quality workmanship. Creating an organisation that works as a team. Using the limited available resources and producing maximum output. Providing safe and satisfactory working conditions for all personnel and workers.
5. Functions: Planning & Scheduling Organizing Staffing Directing Controlling & Co-ordinating
6. Stages of construction Briefing Designing Tendering Construction Commissioning
7. 1) Briefing Stage • This stage consists of framework required for the construction work to take a shape from the ideology of client and feasibility of Project which involves architects, engineers and project manager.
Objectives Developing Alternatives Feasible Solution ? Evaluation of Alternatives Report & Recommendation Technical and non technical Investigations
8. 2) Designing or planning Stage Prepare construction schedule Prepare final cost estimate Prepare Working Drawings and specificati ons Prepare scheme and detailed designs Soil investigations, Topographic investigation, material supply and market surveys etc Carry out Technical Investigations Final adoption of the most suitable summary Finalize Project Summary
The construction of a new railway track involves three main stages: earth work to prepare the formation, plate laying which involves laying rails and sleepers, and laying of ballast. There are different methods for plate laying such as the tramline method, telescopic method, and American method. Maintenance of the track is also important and involves daily inspection and maintenance as well as periodic maintenance to detect defects.
Visit www.seminarlinks.blogspot.com to Download.
The intersection of railway track and the road at the same level is referred to as a level crossing. In the urban areas the level crossing is generally monitored by qualified railway personnel who monitor the train movement and close the level crossing gate to stop the interfering road traffic but such closing of gates leads to congestion in road traffic and also causes loss of time to road users. Road under bridge and road over the bridge are considered as solutions for avoiding level crossings of roads and railway track.
This document discusses different methods of constructing underground structures beneath existing surfaces without disrupting traffic, including box jacking, arched jacking, and thrust boring. Box jacking involves pushing pre-cast concrete boxes into the ground with hydraulic jacks to form the structure. Arched jacking and thrust boring use similar techniques to jack pipes through the ground. Freezing the soil is another method used to stabilize the ground and prevent issues like water seepage when constructing underground. Case studies demonstrate how these techniques have been applied to real projects.
Construction planning - Construction Technology and Project Managementsrinivas2036
The document discusses construction project planning. It defines planning as developing a method or scheme in advance. Construction planning involves optimally utilizing resources like people, equipment, materials and money. Key activities in construction planning include defining the scope of work, identifying involved activities, establishing project duration, defining resource control procedures, and updating plans. Different types of project plans may focus on schedule, cost, quality or safety. Techniques used in planning include work breakdown structure, precedence, network logic and critical path method.
The document discusses construction project planning. It defines construction planning as the first stage of construction management that takes a project from conception to completion. It includes scheduling, organizing, staffing, directing, and monitoring. The key steps in construction planning are defining the scope of work, generating a work breakdown structure (WBS) and organization breakdown structure (OBS), determining activity relationships, estimating activity details, and developing a project network. Other types of planning discussed include strategic planning, operational planning, scheduling, site planning, financial planning, resource planning, quality planning, risk planning, and communication planning. Metrics and references are also provided.
This document discusses mechanized construction and the use of construction equipment. It covers several topics:
- The benefits of mechanized construction include completing work more quickly and at a larger scale.
- There are two types of construction projects - linear projects and fast-tracked projects, which have simultaneous design and construction.
- Deploying construction equipment can increase output, reduce costs, allow for precision, and alleviate manual labor issues.
- Equipment selection involves analyzing functions, capacities, costs, and limitations for the task. Renting equipment on an as-needed basis can be more cost effective than purchasing.
There are two main types of joints in rigid pavement: longitudinal joints and transverse joints. Longitudinal joints run parallel to traffic flow, while transverse joints run perpendicular. Transverse joints include construction joints, contraction joints, and expansion joints. Construction joints define the boundaries of individual concrete placements. Contraction joints relieve tensile stresses from shrinkage. Expansion joints allow for expansion of the concrete due to rising temperatures.
This document provides an overview of bridges, including:
1) It defines what a bridge is, its main components, and classifications based on various factors such as material, location, purpose, and structural design.
2) The key components of a bridge are described as the superstructure, which is above the bearings, and the substructure, which is below the bearings.
3) Bridges are investigated and designed based on considerations like span length, site conditions, and cost. Maintaining bridges requires regular inspections to identify deterioration and prevent structural failures.
Detailed specification of an item of work specifies the quantities of materials, proportion of mortar, workmanship, method of preparation & execution and method of measurement.
Detailed specifications of different items of works are prepared separately and describe what the work should be and these shall be executed and constructed.
There are three main bridge construction launching techniques: balanced cantilever, span by span, and progressive placement. The balanced cantilever method involves building outward from both sides of each pier simultaneously. The span by span method assembles all segments for a span together before lifting into place. The progressive placement method builds the bridge in one direction by placing segments at the tip of a advancing cantilever arm.
The balanced cantilever method is used to construct bridges with spans between 50-250m. It involves erecting segments on each side of the pier in a balanced sequence to minimize load imbalance and bending in the piers. This method is advantageous for long spans, marine environments, and where access under the deck is difficult. The cantilever lengths are typically 0.20-0.30 of the main span. Segment construction proceeds until the midspan point is reached, where the balanced pair is closed. The key advantages are single-sided support during construction and uniform construction. However, it is also very expensive and complicated to construct.
The document discusses site layout design for construction projects. Site layout planning is an important task that involves identifying temporary facilities needed for construction and determining their size, shape, and optimal positioning within the construction site boundaries. Proper site layout improves safety for workers and the public by appropriately locating facilities like offices, storage, and material yards. The document provides guidelines for dividing a construction site into zones and selecting locations for different site elements and temporary structures.
This document provides information on concrete mix design, including objectives, basic considerations, and the IS (Indian Standards) method for mix design. The objectives of mix design are to achieve the desired workability, strength, durability, and cost. Basic considerations include cost, specifications, workability, strength, durability, and aggregate grading. The IS method is then described in steps, including selecting target strength, water-cement ratio, air content, water and sand contents, cement content, and aggregate contents. An example application of the IS method is also provided.
This document discusses construction scheduling and cost control. It covers topics such as planning, scheduling activities, network diagrams, critical path method calculations, cost estimating, cost budgeting, and cost control. The key steps in construction scheduling are splitting the project into activities, determining logic relationships between activities, constructing network diagrams, assigning durations, and performing CPM calculations. Cost management involves resource planning, cost estimating, developing a cost baseline budget, and monitoring actual costs against the baseline to control costs.
The document discusses different approximate estimating methods used to prepare preliminary cost estimates for civil engineering projects. These include the service unit method, plinth area rate method, cubical content method, typical bay method, and approximate quantity method. Approximate estimates are prepared early in the project planning process to get a rough idea of probable costs and assess project feasibility before committing resources to detailed design and planning.
This document provides an introduction to the subject of quantity surveying and valuation. It discusses why this subject is important given constraints like limited funds, resources and time for construction projects. Knowing quantities of materials beforehand through estimates can help with planning, procurement and achieving economy and standards in construction. The objectives covered include estimating quantities for various construction works, rate analysis, valuation and preparing tender documents. It also outlines the different types of estimates like preliminary, rough cost, detailed and repair estimates.
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.
Maintenance and repair strategies - Repair and rehabilitation of structures(RRS)Shanmugasundaram N
Maintenance, Repair and Rehabilitation, Facets of Maintenance, importance of Maintenance, Various aspects of Inspection, Assessment procedure for evaluating a damaged structure, causes of deterioration.
This document discusses earth pressure theories and concepts. It explains the three types of earth pressures: active, passive, and at rest. Active pressure occurs when a retaining wall moves away from backfill, passive when it moves towards backfill, and at rest when stationary. Rankine and Coulomb theories are described, with Coulomb accounting for friction between the wall and soil. Graphical methods like Rebhann's and Culmann's are also summarized for determining failure surfaces and pressure distributions.
In this assignment we will contract a new two storied residential building to construed. The building is included a hall, store room, and office room and kitchen at ground floor and at first floor level three bed room with bath rooms.
Canals are human-made waterways that allow boats and ships to pass between bodies of water. They are also used to transport water for irrigation and other human uses. Canals are classified in several ways, including whether the water source is permanent or temporary, the type of soil boundary, the financial purpose, water discharge volume, and canal alignment. The various types of canals include permanent canals, inundation canals, irrigation canals, power canals, and side-slope canals.
The document discusses the importance of construction equipment in major construction projects. It notes that construction equipment accounts for 25-40% of total project costs and aims to provide economy, quality, safety and timely project completion. It classifies equipment into intermittent, continuous flow and mixed types based on work cycles. The document also discusses factors to consider when selecting equipment such as standard vs special types, availability of spare parts, operating costs and utilization. It outlines various costs associated with equipment ownership and operation like depreciation, maintenance, fuel and outlines policies for equipment replacement.
Friends, this ppt consists of various facets of construction management and equipment such as how to buy equipments, its various types and Depreciation and lastly why and how to replace equipments.
Construction planning - Construction Technology and Project Managementsrinivas2036
The document discusses construction project planning. It defines planning as developing a method or scheme in advance. Construction planning involves optimally utilizing resources like people, equipment, materials and money. Key activities in construction planning include defining the scope of work, identifying involved activities, establishing project duration, defining resource control procedures, and updating plans. Different types of project plans may focus on schedule, cost, quality or safety. Techniques used in planning include work breakdown structure, precedence, network logic and critical path method.
The document discusses construction project planning. It defines construction planning as the first stage of construction management that takes a project from conception to completion. It includes scheduling, organizing, staffing, directing, and monitoring. The key steps in construction planning are defining the scope of work, generating a work breakdown structure (WBS) and organization breakdown structure (OBS), determining activity relationships, estimating activity details, and developing a project network. Other types of planning discussed include strategic planning, operational planning, scheduling, site planning, financial planning, resource planning, quality planning, risk planning, and communication planning. Metrics and references are also provided.
This document discusses mechanized construction and the use of construction equipment. It covers several topics:
- The benefits of mechanized construction include completing work more quickly and at a larger scale.
- There are two types of construction projects - linear projects and fast-tracked projects, which have simultaneous design and construction.
- Deploying construction equipment can increase output, reduce costs, allow for precision, and alleviate manual labor issues.
- Equipment selection involves analyzing functions, capacities, costs, and limitations for the task. Renting equipment on an as-needed basis can be more cost effective than purchasing.
There are two main types of joints in rigid pavement: longitudinal joints and transverse joints. Longitudinal joints run parallel to traffic flow, while transverse joints run perpendicular. Transverse joints include construction joints, contraction joints, and expansion joints. Construction joints define the boundaries of individual concrete placements. Contraction joints relieve tensile stresses from shrinkage. Expansion joints allow for expansion of the concrete due to rising temperatures.
This document provides an overview of bridges, including:
1) It defines what a bridge is, its main components, and classifications based on various factors such as material, location, purpose, and structural design.
2) The key components of a bridge are described as the superstructure, which is above the bearings, and the substructure, which is below the bearings.
3) Bridges are investigated and designed based on considerations like span length, site conditions, and cost. Maintaining bridges requires regular inspections to identify deterioration and prevent structural failures.
Detailed specification of an item of work specifies the quantities of materials, proportion of mortar, workmanship, method of preparation & execution and method of measurement.
Detailed specifications of different items of works are prepared separately and describe what the work should be and these shall be executed and constructed.
There are three main bridge construction launching techniques: balanced cantilever, span by span, and progressive placement. The balanced cantilever method involves building outward from both sides of each pier simultaneously. The span by span method assembles all segments for a span together before lifting into place. The progressive placement method builds the bridge in one direction by placing segments at the tip of a advancing cantilever arm.
The balanced cantilever method is used to construct bridges with spans between 50-250m. It involves erecting segments on each side of the pier in a balanced sequence to minimize load imbalance and bending in the piers. This method is advantageous for long spans, marine environments, and where access under the deck is difficult. The cantilever lengths are typically 0.20-0.30 of the main span. Segment construction proceeds until the midspan point is reached, where the balanced pair is closed. The key advantages are single-sided support during construction and uniform construction. However, it is also very expensive and complicated to construct.
The document discusses site layout design for construction projects. Site layout planning is an important task that involves identifying temporary facilities needed for construction and determining their size, shape, and optimal positioning within the construction site boundaries. Proper site layout improves safety for workers and the public by appropriately locating facilities like offices, storage, and material yards. The document provides guidelines for dividing a construction site into zones and selecting locations for different site elements and temporary structures.
This document provides information on concrete mix design, including objectives, basic considerations, and the IS (Indian Standards) method for mix design. The objectives of mix design are to achieve the desired workability, strength, durability, and cost. Basic considerations include cost, specifications, workability, strength, durability, and aggregate grading. The IS method is then described in steps, including selecting target strength, water-cement ratio, air content, water and sand contents, cement content, and aggregate contents. An example application of the IS method is also provided.
This document discusses construction scheduling and cost control. It covers topics such as planning, scheduling activities, network diagrams, critical path method calculations, cost estimating, cost budgeting, and cost control. The key steps in construction scheduling are splitting the project into activities, determining logic relationships between activities, constructing network diagrams, assigning durations, and performing CPM calculations. Cost management involves resource planning, cost estimating, developing a cost baseline budget, and monitoring actual costs against the baseline to control costs.
The document discusses different approximate estimating methods used to prepare preliminary cost estimates for civil engineering projects. These include the service unit method, plinth area rate method, cubical content method, typical bay method, and approximate quantity method. Approximate estimates are prepared early in the project planning process to get a rough idea of probable costs and assess project feasibility before committing resources to detailed design and planning.
This document provides an introduction to the subject of quantity surveying and valuation. It discusses why this subject is important given constraints like limited funds, resources and time for construction projects. Knowing quantities of materials beforehand through estimates can help with planning, procurement and achieving economy and standards in construction. The objectives covered include estimating quantities for various construction works, rate analysis, valuation and preparing tender documents. It also outlines the different types of estimates like preliminary, rough cost, detailed and repair estimates.
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.
Maintenance and repair strategies - Repair and rehabilitation of structures(RRS)Shanmugasundaram N
Maintenance, Repair and Rehabilitation, Facets of Maintenance, importance of Maintenance, Various aspects of Inspection, Assessment procedure for evaluating a damaged structure, causes of deterioration.
This document discusses earth pressure theories and concepts. It explains the three types of earth pressures: active, passive, and at rest. Active pressure occurs when a retaining wall moves away from backfill, passive when it moves towards backfill, and at rest when stationary. Rankine and Coulomb theories are described, with Coulomb accounting for friction between the wall and soil. Graphical methods like Rebhann's and Culmann's are also summarized for determining failure surfaces and pressure distributions.
In this assignment we will contract a new two storied residential building to construed. The building is included a hall, store room, and office room and kitchen at ground floor and at first floor level three bed room with bath rooms.
Canals are human-made waterways that allow boats and ships to pass between bodies of water. They are also used to transport water for irrigation and other human uses. Canals are classified in several ways, including whether the water source is permanent or temporary, the type of soil boundary, the financial purpose, water discharge volume, and canal alignment. The various types of canals include permanent canals, inundation canals, irrigation canals, power canals, and side-slope canals.
The document discusses the importance of construction equipment in major construction projects. It notes that construction equipment accounts for 25-40% of total project costs and aims to provide economy, quality, safety and timely project completion. It classifies equipment into intermittent, continuous flow and mixed types based on work cycles. The document also discusses factors to consider when selecting equipment such as standard vs special types, availability of spare parts, operating costs and utilization. It outlines various costs associated with equipment ownership and operation like depreciation, maintenance, fuel and outlines policies for equipment replacement.
Friends, this ppt consists of various facets of construction management and equipment such as how to buy equipments, its various types and Depreciation and lastly why and how to replace equipments.
This document discusses equipment scheduling and maintenance for construction projects. It provides a sample equipment schedule listing equipment needs by month. It also classifies construction equipment, discusses factors to consider when selecting equipment, and outlines preventative maintenance and repair requirements to keep equipment functioning properly and reduce costs. Regular inspection and maintenance of equipment is emphasized.
Financial accounting mgt101 power point slides lecture 19Abdul Wadood Ansary
This document discusses accounting for fixed assets. It provides examples of calculating depreciation using the straight-line and reducing balance (written down value) methods. It also discusses accounting for assets under construction, capitalizing costs into the asset value, and journal entries for asset disposal and transferring amounts from capital work in progress. Examples are provided to illustrate calculating depreciation expense over several years for multiple assets and computing gain/loss on asset disposal.
This document discusses different types of maintenance including corrective, scheduled, preventive, and predictive maintenance. It defines each type and provides examples. Preventive maintenance aims to prevent failures and reduce costs through regular inspection and minor repairs. The document also covers replacement analysis and discusses factors that influence replacement decisions like deterioration, obsolescence, and inadequate capacity. It presents examples of problems calculating economic life and comparing individual versus group replacement policies based on failure probabilities and costs.
This document discusses different types of maintenance including corrective, scheduled, preventive, and predictive maintenance. It defines each type and provides examples. Preventive maintenance aims to prevent failures and includes regular inspection, lubrication, and repairs. The key steps in preventive maintenance are inspection, fault detection, repair, and reinstallation. Replacement analysis examines when to replace existing assets that have deteriorated or become obsolete. Replacement problems consider the economic life of an asset and replacing an existing asset with a new one based on costs. A example problem compares individual versus group replacement policies for components like transistors that fail probabilistically over time.
This document discusses various concepts related to property valuation, including:
1. Definitions of key terms like cost, prime cost, supplementary cost, and value.
2. Factors that affect property value like location, maintenance, purpose of valuation, and supply and demand.
3. Methods of calculating depreciation like the straight line method and constant percentage method.
4. Uses of valuation tables and examples of calculating present value, future value, and sinking funds.
5. Methods of valuing properties like the rental method, land and building method, and profit-based method.
This document discusses replacement analysis and economic service life. It defines key replacement terminology and outlines two approaches - the cash flow approach and opportunity cost approach. It explains how to determine the economic service life by minimizing the total annual equivalent cost. When the required service period is long, the strategies for replacement analysis under an infinite planning horizon are discussed. An example problem compares retaining an old machine versus buying a new one, calculating the economic life for each and determining the optimal replacement time.
MG 6863 ENGG ECONOMICS UNIT IV REPLACEMENT AND MAITENANCE ANALYSIS Asha A
The document discusses various types of maintenance including corrective, scheduled, preventive, and predictive maintenance. It defines each type and provides examples. Preventive maintenance aims to detect and prevent failures through systematic inspection and minor repairs. The objectives are to keep equipment available and maintain production efficiency. Predictive maintenance uses sensors to predict issues before failure. Replacement analysis considers when to replace assets based on factors like deterioration, obsolescence, and cost. Various replacement problems are examined, including economic life and choosing between existing and new assets.
This document discusses depreciation, which refers to the decrease in value or usefulness of fixed assets over time. Depreciation spreads the cost of a fixed asset over its estimated useful life. It occurs due to factors like wear and tear, decay, obsolescence, and changes in market value. The straight line and written down value methods are described for calculating depreciation charges each year of an asset's life. The straight line method uses a constant depreciation amount each year, while the written down value method applies a fixed percentage to the asset's reducing balance each year.
The document discusses various capital budgeting techniques used to evaluate investment projects. It describes the net present value (NPV) method, which discounts the cash flows of a project to determine if the rate of return is higher than the required rate of return. An example calculates the NPV of four projects and recommends choosing the one with the highest NPV. The internal rate of return (IRR) method is also covered, which finds the discount rate at which a project's NPV is zero. An example calculates a project's IRR and compares it to the minimum required rate to determine if it should be accepted.
- The document discusses depreciation and its treatment for accounting (book depreciation) and tax purposes (tax depreciation).
- It defines depreciation as the reduction in value of an asset due to usage, age, and obsolescence. For accounting, depreciation is allocated systematically over the useful life of the asset, while for tax purposes, depreciation methods allow for faster write-offs.
- Common depreciation methods discussed include straight-line, declining balance, and units-of-production, as well as the Modified Accelerated Cost Recovery System (MACRS) used for tax depreciation since 1986.
Construction economics_Construction Management (2180611) (Semester-8), Civil ...A Makwana
Maintenance cost – growing year by year
Consideration – Initial cost + overall life cycle cost of the project
Important problem for Civil Engineer – selection of option for equipment – whether to purchase or hire
Reason to consider Economic Decision Making - Large projects involve heavy expenses
Chapter 8 introduction to construction equipmentsKHUSHBU SHAH
The document discusses the importance of construction equipment for major construction projects. It states that construction equipment accounts for 25-40% of total project costs and discusses factors for selecting equipment such as operating costs, availability of spare parts, and suitability for future projects. It also covers types of equipment, methods of financing purchases versus renting, and factors that influence the cost of owning and operating equipment.
The document discusses various capital budgeting techniques that students should be able to discuss, explain, analyze, calculate, determine, and provide examples of after completing a lesson. These include non-discounted payback period, accounting rate of return, net present value, profitability index, internal rate of return, independent investment projects, mutually exclusive investment projects, and incremental cash flow calculations. The techniques help companies evaluate long-term investment decisions by analyzing project cash flows and determining which projects will increase shareholder wealth.
The document summarizes a lecture on replacement and assessment engineering. It discusses:
- Course evaluation includes a midterm exam, quizzes, and final exam.
- The reference book covers chapters on replacement decisions and accounting for depreciation.
- The lecture outline discusses economic service life, replacement strategies under infinite and finite horizons, and handling unequal service life problems.
- Economic service life is the period that minimizes total ownership and operating costs. Examples are provided to illustrate the calculation of economic service life.
This document provides an overview of construction project management. It discusses the key phases of a construction project including briefing, design, tendering, construction, and commissioning. It also outlines important technical and people skills for project management. Additionally, the document summarizes the Sri Lankan construction industry, defining construction management and its objectives to complete work on budget, on time, and to a high quality standard.
9.INTRODUCTION TO CONSTRUCTION MANAGEMENT (ACE) GTUVATSAL PATEL
Construction Equipment :
1. Mechanization in Construction: Importance of construction
equipments their classification, selection and contribution
rate of production (Output), Owning and operating cost.
2. Engineering fundamentals : Related to performance of IC
engines, rimpull, drawbar pull, Coefficient of traction,
Gradability.
Similar to Mechanization in construction_Advanced Construction Technology (Semester-6), Civil Engineering (20)
Attributes affecting success of the residential projects – a reviewA Makwana
Construction industry is complex in nature and construction projects in India face many challenges and complex issues, such as time, cost, safety, quality and stakeholder satisfaction. According to Construction scenario there are various factors that affecting the residential project. These review paper shows the selection of criteria based on by giving the importance to other researcher’s research. The criteria were curtailed down according to literature review studied in this paper, interaction with stakeholder which are Engineers, Project managers, Architects, Consultants, Developers and educational experts, of Surat and Vadodara city in Gujarat.
A Review on Thin-shell Structures: Advances and TrendsA Makwana
This paper provides a review of research advances and trends in the area of thin shell structures. The art of building thin-shell structures has been with us since ancient times. In practical civil engineering, the necessity of covering large column free open areas with shell surfaces is often an issue. Over the course of time, this shell form became very popular to engineers due to a number of advantages it offers, and started drawing the attention of a number of researchers. A thin shell is a term not in itself as readily understandable by the layman as the terms dome or vault would be. It is in a sense a word coined on the basis of its structural connotations, as exhibited in the artifacts it creates. There are many interesting aspects of the use of shells in engineering, but one alone stands out as being of paramount importance: it is the structural aspect. At the beginning of this century, under the influence of the art movement and the dominance of industrialized building materials, any remnants of curvilinear architecture were mercilessly banished. Within that period avant-garde art emphatically proclaimed a total repudiation of the traditions and classical revivals that in architecture were symbolized mostly by arches and vaults. Ready-to-use rectilinear steel beams and columns and easy-to build rectilinear concrete forms struck a lethal blow to the curvilinear approach in architecture. Rectilinearity became synonymous with rationality, while curvilinearity came to symbolize decadence. Remember, for instance, the negative stigma given to the baroque for its assumed pomposity in glorifying curves. In practical terms such an attitude in design is clearly manifested in the present cityscapes that are totally free of arches, domes, shells, and any other form that is not rectilinear. With today‟s almost unlimited computer technology and the knowledge that can be gained from understanding the domes and vaults built both in the past and present, it is hoped that this research work on the review aspects of curvilinear forms will contribute to further exploration and encourage the application of thin shells by the engineers and architects to whom it is addressed. Masonry domes, concrete shells, and large steel contemporary domes are presented in historical terms as case studies and in conceptual terms from the architectural and structural point of view.
Soft Computing: Autoclaved Aerated Concrete Block using Chi-Square Test throu...A Makwana
This document summarizes a research study on the use of autoclaved aerated concrete (AAC) blocks in construction projects in India. The study involved surveying engineers, consultants, and traders using a questionnaire to understand their perceptions of AAC blocks compared to clay bricks. The collected data was analyzed using the chi-square test through the Statistical Package for Social Sciences (SPSS) software. The results of the chi-square tests showed that for contractors in Rajkot, engineers in Surat, and contractors in Vadodara, the majority of variables accepted the null hypothesis that AAC block quality is much better than clay bricks. However, for engineers in Vadodara, one variable rejected the null hypothesis. Overall, the
This document provides an overview of brick manufacturing and fly ash utilization. It discusses the constituents of brick earth and fly ash, as well as the manufacturing process which involves preparing clay, molding bricks, drying, and burning. Field testing methods for bricks are outlined. Characteristics of a first class brick and quality testing methods are also described. The document then covers how fly ash is disposed of from power plants and potential applications in construction, including advantages and disadvantages of fly ash use. Fly ash bricks are one highlighted application.
Poster Presentation: An Integrated Approach for Enhancing Ready Mixed Concret...A Makwana
An Integrated Approach for Enhancing Ready Mixed Concrete utility using Analytic Hierarchy Process (AHP) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS)
This document discusses making concrete more economical by using stone chip aggregates from marble, granite, and kotastone cutting waste. It aims to reduce both environmental impacts and production costs of concrete by utilizing industrial waste from stone processing plants. The authors explore using stone chip aggregates generated as waste from cutting marble, granite, and kotastone in the construction industry.
This book discusses bacterial concrete as a new construction material. It explores how certain bacteria can help concrete self-heal micro-cracks by precipitating minerals to plug cracks. The book examines how bacteria that precipitate calcite could provide a sustainable and embedded mechanism for autonomously repairing cracks in concrete and preventing structural failure. It also presents case studies on this novel biomineralization technique of using specific bacteria in concrete.
This research book analyzes risk in Public Private Partnership projects using Multi-Criteria Decision Making methods. It identifies the main risk categories and factors of PPP projects through MCDM to help with proper risk management, which is important for the success of PPPs. MCDM approaches are useful for complex decision problems and are applied here to evaluate risks and determine the best alternatives for PPP projects.
This research examines eco-friendly mortar by partially replacing cement with carbon black powder at percentages ranging from 0-30%. Compression strength, water absorption, split tensile strength, and durability tests were conducted on mortar samples cured for 7, 14, 28, and 56 days to determine the optimum replacement percentage. The aim is to investigate how carbon black powder replacement affects the behavior and strength of mortar.
This research book provides information on identifying risk factors and perceptions of construction practitioners in India regarding risks in high-rise construction projects. It examines the importance of different construction risks and how risks should be assigned between contract parties. The book discusses how all construction projects face risks that can cause time and cost overruns if not properly managed through identification, assessment, response, and control.
This document defines infrastructure as the basic facilities and installations that help governments and communities function, such as roads, schools, utilities, and housing. It provides examples of infrastructure like roads, power lines, ports, and telecommunications, which are essential for economic development. The document also notes that housing, education, and health services are part of infrastructure development, as they improve people's quality of life. It concludes by listing the academic credentials of the authors of the book on infrastructure engineering and management.
Utilization of Industrial Waste in Pervious ConcreteA Makwana
This book examines the use of industrial waste materials as partial replacements for cement in pervious concrete. Pervious concrete contains coarse aggregate but little to no fine aggregate, cement, and water. It allows water to pass through easily. The study partially replaces cement in pervious concrete with waste glass powder, ceramic waste, agricultural waste, and paper waste. The goal is to examine strength and permeability properties while reducing cement usage and costs and utilizing industrial waste materials. Pervious concrete with glass powder provided the highest compressive strength, flexural strength, and permeability compared to conventional concrete and other waste material mixtures.
Ready Mixed Concrete Selection through Management ApproachA Makwana
The document discusses the need for a scientific approach for selecting ready mixed concrete. The ready mixed concrete industry is growing worldwide but current selection approaches lack methodology and consideration of multiple criteria. The researchers plan to develop a mathematical selection approach using Analytical Hierarchy Process and Technique for Order Preference by Similarity to Ideal Solution methods. This will help decision makers systematically understand the problem and select the best ready mixed concrete considering all aspects of the process.
FACTORS CONTRIBUTING TO THE RISING IMPORTANCE OF MODULAR CONSTRUCTION ADOPTIO...A Makwana
In recent times, the trend of modular construction adoption is increasing very fast due to
availability of latest tools and technology, efficient technical manpower and skilled labour
why mainly focus of this area is taken into
consideration through management approach with the help of Relative Importance Index
technique. Modular construction is one type of construction in which modular units are
produced in factory and then delivered to site and assembled as large volumetric
components. The modular units can be produced in any form; it may be service units such as
toilets, lifts, parts of rooms and complete rooms. The existing modular construction approach
is based on survey in Rajkot city. For survey work, Questionnaires is designed and distribute
to Consultants and Contractors. After data collection, rank has been given to the selected
factors of modular construction.
EXPANSION JOINT TREATMENT: MATERIAL & TECHNIQUESA Makwana
The document discusses expansion joints in civil engineering structures. It defines expansion joints as gaps provided in structures to allow for movement due to temperature changes and prevent cracking. It describes the different types of joints used in concrete and factors that affect the need for expansion joints like material properties and building size. The document outlines best practices for expansion joint design, including proper spacing and installation. It discusses common expansion joint materials like joint fillers, sealing compounds, and water bars used to make the joints watertight. The document also presents a case study on issues with untreated or poorly installed expansion joints like leakage and cracking.
DEMOLITION OF BUILDINGS: INTEGRATED NOVEL APPROACHA Makwana
Every civil engineering structure is designed for a certain life period generally 100 years. After that the existence of a structure is very dangerous and unstable, which may cause a severe impact and be a cause of many deaths. So removal of such structures with proper safety measures has got great importance. Before any demolition of any type is employed in an area, it is vital that the rescue phase has ended completely. The rescue teams must have given clear information to the contractors that their rescue phase is finished in the selected area, since any demolition work carried out may reveal survivors. Such situations are highly sensitive and must be respected. A major disaster has an economic effect on the local region since the loss of buildings, lifelines and infrastructure results in a slump in the local economy. It is therefore important to boost the economy by employing as much local expertise and workforce as possible. This creates a unity in rehabilitation in the community and results in a more stable recovery. Due to this scenario, the demolition work should be carried out by a consortium, especially set up to do the work rather than commissioning the work to individual companies. This consortium must be set up in regions of high seismic risk to ensure rapid formation after a disaster. This will combat the eventual competitiveness of the large financial investors in the community which could result in a monopoly controlled by certain individuals. It would therefore be preferable to have a local demolition joint-venture to generate the needed local income after a disaster. There will, however, be a certain need for outside managerial and consultancy aid, especially in the developing countries, and this must be acknowledged and respected. The cooperation with the outside aid must be extensive and at a high level in conjunction with the local representatives so as to maintain as much of the local culture and style as possible. The outside consultants must be cautious when introducing major resources, such as machinery, into the post-disaster phases since this may be seen as taking work away from local resources.
ANTI-TERMITE TREATMENT: NEED OF CONSTRUCTION INDUSTRYA Makwana
Termites popularly known as white ants cause considerable damage to wood works,
furnishing etc. of buildings. The Latin name Isoptera means "equal wing" and refers to the
fact that the front set of wings on a reproductive termite is similar in size and shape to the hind
set. Termites are social and can form large nests or colonies, consisting of very different
looking individuals (castes). There are more than 2,500 different types of termites in the world.
In some country the loss caused due to termites is estimated to be as high as 10% of the capital
outlay of the building. Anti-termite treatment is therefore necessary so that damages are either
reduced or stopped together. Through regular inspections, a termite specialist can help
identify common hot spots for activity and warning signs for a termite infestation, plus share
tips to help keep termites at bay. Termites can fit through cracks as thin as an average business
card (1/32 inch) so proper maintenance is crucial to seal up any gaps around the foundation
and roof/eaves. To identify the termite and its uniqueness, the life cycle of termite is necessary
to understand. Anti- termites are used to combat the problem. There are combinations of
methods depending on what sort of damage is done by the termites. The treatment has to be
implemented at the time of construction for effective and permanent solution.
INTELLIGENT BUILDING NEW ERA OF TODAYS WORLDA Makwana
A building that uses both technology and process to create a facility that is safe,
healthy and comfortable and enables productivity and well-being of its occupants. With lots
of energy crisis in today‟s world now it‟s important for architects, engineers and construction
managers to make buildings which are energy efficient and intelligent by its functions and as
well as its usage, too. Technologies applied in intelligent buildings will improve the building
environment and functionality for occupants, while reducing operational costs. Smart or
clever buildings, perhaps focus on control systems, but intelligent buildings go far beyond
this. An intelligent building has an implicit logic that effectively evolves with changing user
requirements and technology, ensuring continued and improved intelligent operation,
maintenance and optimization. It exhibits key attributes of environmental sustainability to
benefit present and future generations. An intelligent building system concept recognizes that
the true cost of the building is not its cost of construction; it must include the operating and
maintenance costs over the structure‟s life span. Intelligent buildings yield cost reductions
over all these areas by optimizing energy use through automated control, communication and
management systems. They also guard against repair costs, employee time, productivity loss,
revenue loss and the loss of customers to competitors. Now a day, all heard of „sickbuilding‟
syndrome and the misery this can inflict in the workplace in terms of poor health
and lost production. The notion of the Intelligent Building is the modern civil engineer's Big
Idea in tackling these and other such deficiencies. The intelligent building can adapt itself to
maintain an optimized environment. An intelligent building must be smart enough to vary the
environment to suit the users and also to provide various means of communication or
network regardless of whether it is internal or external. At an even more fundamental level
intelligent buildings can cope with social and technological change and also are adaptable to
human needs. This paper provides a review of research era in the area of Intelligent Building
with case studies.
POSTER PRESENTATION_BRICKS SELECTION THROUGH MANAGEMENT APPROACH BY AHP, RII,...A Makwana
The document describes criteria for selecting between different types of bricks for construction. It evaluates clay bricks, fly ash bricks with and without human hair, and sugarcane bagasse ash bricks. The criteria considered are cost, time, quality, and quantity. Analytic hierarchy process (AHP), relative importance index (RII), and importance index (IMP.I.) methods are used to rank the brick types based on each criterion. Based on the analysis, fly ash bricks rank highest overall with cost as the most important factor by AHP and delivery time as most important by RII. The study aims to provide a management approach for brick selection using multiple criteria analysis techniques.
Prediction of Electrical Energy Efficiency Using Information on Consumer's Ac...PriyankaKilaniya
Energy efficiency has been important since the latter part of the last century. The main object of this survey is to determine the energy efficiency knowledge among consumers. Two separate districts in Bangladesh are selected to conduct the survey on households and showrooms about the energy and seller also. The survey uses the data to find some regression equations from which it is easy to predict energy efficiency knowledge. The data is analyzed and calculated based on five important criteria. The initial target was to find some factors that help predict a person's energy efficiency knowledge. From the survey, it is found that the energy efficiency awareness among the people of our country is very low. Relationships between household energy use behaviors are estimated using a unique dataset of about 40 households and 20 showrooms in Bangladesh's Chapainawabganj and Bagerhat districts. Knowledge of energy consumption and energy efficiency technology options is found to be associated with household use of energy conservation practices. Household characteristics also influence household energy use behavior. Younger household cohorts are more likely to adopt energy-efficient technologies and energy conservation practices and place primary importance on energy saving for environmental reasons. Education also influences attitudes toward energy conservation in Bangladesh. Low-education households indicate they primarily save electricity for the environment while high-education households indicate they are motivated by environmental concerns.
Software Engineering and Project Management - Software Testing + Agile Method...Prakhyath Rai
Software Testing: A Strategic Approach to Software Testing, Strategic Issues, Test Strategies for Conventional Software, Test Strategies for Object -Oriented Software, Validation Testing, System Testing, The Art of Debugging.
Agile Methodology: Before Agile – Waterfall, Agile Development.
Blood finder application project report (1).pdfKamal Acharya
Blood Finder is an emergency time app where a user can search for the blood banks as
well as the registered blood donors around Mumbai. This application also provide an
opportunity for the user of this application to become a registered donor for this user have
to enroll for the donor request from the application itself. If the admin wish to make user
a registered donor, with some of the formalities with the organization it can be done.
Specialization of this application is that the user will not have to register on sign-in for
searching the blood banks and blood donors it can be just done by installing the
application to the mobile.
The purpose of making this application is to save the user’s time for searching blood of
needed blood group during the time of the emergency.
This is an android application developed in Java and XML with the connectivity of
SQLite database. This application will provide most of basic functionality required for an
emergency time application. All the details of Blood banks and Blood donors are stored
in the database i.e. SQLite.
This application allowed the user to get all the information regarding blood banks and
blood donors such as Name, Number, Address, Blood Group, rather than searching it on
the different websites and wasting the precious time. This application is effective and
user friendly.
Build the Next Generation of Apps with the Einstein 1 Platform.
Rejoignez Philippe Ozil pour une session de workshops qui vous guidera à travers les détails de la plateforme Einstein 1, l'importance des données pour la création d'applications d'intelligence artificielle et les différents outils et technologies que Salesforce propose pour vous apporter tous les bénéfices de l'IA.
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024Sinan KOZAK
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
Software Engineering and Project Management - Introduction, Modeling Concepts...Prakhyath Rai
Introduction, Modeling Concepts and Class Modeling: What is Object orientation? What is OO development? OO Themes; Evidence for usefulness of OO development; OO modeling history. Modeling
as Design technique: Modeling, abstraction, The Three models. Class Modeling: Object and Class Concept, Link and associations concepts, Generalization and Inheritance, A sample class model, Navigation of class models, and UML diagrams
Building the Analysis Models: Requirement Analysis, Analysis Model Approaches, Data modeling Concepts, Object Oriented Analysis, Scenario-Based Modeling, Flow-Oriented Modeling, class Based Modeling, Creating a Behavioral Model.
Open Channel Flow: fluid flow with a free surfaceIndrajeet sahu
Open Channel Flow: This topic focuses on fluid flow with a free surface, such as in rivers, canals, and drainage ditches. Key concepts include the classification of flow types (steady vs. unsteady, uniform vs. non-uniform), hydraulic radius, flow resistance, Manning's equation, critical flow conditions, and energy and momentum principles. It also covers flow measurement techniques, gradually varied flow analysis, and the design of open channels. Understanding these principles is vital for effective water resource management and engineering applications.
Mechatronics is a multidisciplinary field that refers to the skill sets needed in the contemporary, advanced automated manufacturing industry. At the intersection of mechanics, electronics, and computing, mechatronics specialists create simpler, smarter systems. Mechatronics is an essential foundation for the expected growth in automation and manufacturing.
Mechatronics deals with robotics, control systems, and electro-mechanical systems.
Tools & Techniques for Commissioning and Maintaining PV Systems W-Animations ...Transcat
Join us for this solutions-based webinar on the tools and techniques for commissioning and maintaining PV Systems. In this session, we'll review the process of building and maintaining a solar array, starting with installation and commissioning, then reviewing operations and maintenance of the system. This course will review insulation resistance testing, I-V curve testing, earth-bond continuity, ground resistance testing, performance tests, visual inspections, ground and arc fault testing procedures, and power quality analysis.
Fluke Solar Application Specialist Will White is presenting on this engaging topic:
Will has worked in the renewable energy industry since 2005, first as an installer for a small east coast solar integrator before adding sales, design, and project management to his skillset. In 2022, Will joined Fluke as a solar application specialist, where he supports their renewable energy testing equipment like IV-curve tracers, electrical meters, and thermal imaging cameras. Experienced in wind power, solar thermal, energy storage, and all scales of PV, Will has primarily focused on residential and small commercial systems. He is passionate about implementing high-quality, code-compliant installation techniques.
Supermarket Management System Project Report.pdfKamal Acharya
Supermarket management is a stand-alone J2EE using Eclipse Juno program.
This project contains all the necessary required information about maintaining
the supermarket billing system.
The core idea of this project to minimize the paper work and centralize the
data. Here all the communication is taken in secure manner. That is, in this
application the information will be stored in client itself. For further security the
data base is stored in the back-end oracle and so no intruders can access it.
3. PRESENTATION
OUTLINE…
• Importance of Machineries for Construction
• Classification of Construction Equipment
• Plants and Equipment Used in Construction
• Factors Affecting Selection of Construction
Equipment
• Financial Aspects Related to Construction
Equipment
• Discounted Present Worth Analysis
3Prof. Ashish Makwana
4. PRESENTATION
OUTLINE…
• Depreciation
• Cost of Owning and Operating Construction
Equipment
• Economic Life of Construction Equipment
• Equipment Replacement Policy
4Prof. Ashish Makwana
5. IMPORTANCE OF MACHINERIES
FOR CONSTRUCTION
• Success of a construction project the choice of
mechanical equipment
• Proper equipment work can be completed in short
time with less cost
• Easy availability of good mechanical equipment
an asset of any civil engineering project
5Prof. Ashish Makwana
6. IMPORTANCE OF MACHINERIES FOR CONSTRUCTION
(CONTINUED..)
Importance of machineries for construction:
Fast construction work Project cost reduced Less no. of labourers
Rapid excavation work
Useful for
Transportation of
construction material
6Prof. Ashish Makwana
7. IMPORTANCE OF MACHINERIES FOR CONSTRUCTION
(CONTINUED..)
Importance of machineries for construction:
Lifting heavy loads
Better quality in
construction
Finishing and rolling of
bituminous roads
Concreting mixing and
transportation
7Prof. Ashish Makwana
8. CLASSIFICATION OF
CONSTRUCTION EQUIPMENT
Intermittent Type:
• Bulldozers
• Scrappers
• Power shovels
• Concrete Mixers
• Drag lines
Continuous Flow type:
• Air Compressors
• Belt conveyers
Mixed Type (1 and 2) e.g. Motor graders:
• Intermittent Type
• Continuous flow type
• Mixed Type 8Prof. Ashish Makwana
9. CLASSIFICATION OF CONSTRUCTION EQUIPMENT (CONTINUED…)
Bulldozers Scrappers
Power
shovels
Concrete
Mixers
Drag lines
INTERMITTENT TYPE 9Prof. Ashish Makwana
10. Air Compressors Belt conveyers
CONTINUOUS FLOW TYPE
CLASSIFICATION OF CONSTRUCTION EQUIPMENT (CONTINUED..)
10Prof. Ashish Makwana
11. Motor graders:
Mixed Type (1 and 2) Motor graders:
Intermittent Type + Continuous flow type = Mixed Type
CLASSIFICATION OF CONSTRUCTION EQUIPMENT (CONTINUED..)
11Prof. Ashish Makwana
12. CLASSIFICATION OF CONSTRUCTION EQUIPMENT (CONTINUED..)
[A] Classification of Equipment according to the Nature
of Automation:
• Manually Operated Equipment
• Semi-automatic Equipment
• Fully Automatic Equipment
[B] Classification of Equipment according to
standardization of the Machine:
• Standard Equipment
• Special Equipment
12Prof. Ashish Makwana
13. • Commonly used in all type
of projects
• Manufactured commonly
and easily available from
the dealer
• Initial investment: low
• Resale price: High
• Delivery: easy and fast
• Repairs and spare parts:
easy to carry out
• Disposal: easy
• Unit cost of production: less
• Rent: low and reasonable
• For example, canal trimmer
Standard Equipment Special Equipment
• Used only in special cases
• Manufactured as per
requirements
• Initial investment: high
• Resale price: low
• Delivery: difficult and
delayed
• Repairs and spare parts:
difficult to carry out
• Disposal: not easy
• Unit cost of production: high
• Rent: high and
unreasonable
• For example. Belt conveyer
13Prof. Ashish Makwana
14. Equipment
Purchase cost
(Approx.)
Hire cost per
month (Approx.)
Back hoe loader 25,00,000 85,000 to 1,00,000
Loader 8080X 18,50,000 70,000
Transit Mixer 36,00,000 1,10,000
TFC 280 Crawler crane 1,00,00,000 7,00,000
Piling hydraulic rig 2,50,00,000 15,00,000
Hydra (IST) 17,00,000 60,000
Diesel Generator 125 kVA 6,00,000 30,000
Welding rectifier 400 Amp 50,000 2,500
Excavator EX-100 35,00,000 1,20,000
Roller (IOT) 30,00,000 9,00,000
Boom placer 1,20,00,000 5,00,000
Dumper 30,00,000 1,05,000
Total station 5,50,000 45,000
Different construction equipments &
their cost of purchase & Hire
14Prof. Ashish Makwana
15. PLANTS AND EQUIPMENTS
USED IN CONSTRUCTION
Equipment for
Excavation
Earthmoving
equipment
Hauling
equipment
Hoisting
equipment
Conveying
equipment
Pumping
equipment
Compacting
equipment
15Prof. Ashish Makwana
16. PLANTS AND EQUIPMENTS USED IN CONSTRUCTION (CONTINUED…)
Pile driving
equipment
Drilling
equipment
Equipment -
production
aggregate
Plants for
grouting and
guniting
Machineries for
bituminous road
Machineries for
concrete works
Dredging
equipment
16Prof. Ashish Makwana
17. FACTORS AFFECTING SELECTION
OF CONSTRUCTION EQUIPMENT
Uses of std.
equipment
Size of
equipment
Uniformity
of type
Country of
origin
Initial cost
of
equipment
17Prof. Ashish Makwana
18. FACTORS AFFECTING SELECTION OF CONSTRUCTION EQUIPMENT
(continued…)
Unit cost of
production
Availability of
spare parts
Operating
facility
Suitability for
future
18Prof. Ashish Makwana
19. FINANCIAL ASPECTS RELATED TO
CONSTRUCTION EQUIPMENTS
How to arrange finance?
• Manufacturers wants :- immediate advance with orders,
varying from 10 % to 30 %
• Arrangement of finance could be from :- advances by the
authorities / contractors on equipment purchase
• Finance can also be arranged – from industrial
development banks and leasing companies
19Prof. Ashish Makwana
20. FINANCIAL ASPECTS RELATED TO CONSTRUCTION EQUIPMENTS
(CONTINUED…)
SOURCES OF
EQUIPMENT
Long Term
(New or
Used)
Buy
Down Cash
Payment
On Loans
mobilised
Payment in
Installment
Lease
Time Lease
Leasing with
option to buy
later
Short Term
(Renting)
Various Alternatives for Purchase of Equipment 20Prof. Ashish Makwana
21. FINANCIAL ASPECTS RELATED TO CONSTRUCTION EQUIPMENTS
(CONTINUED…)
Source of Equipment:
Direct purchase
• If the equipments is to be used frequently and for a long
duration of time on the project, it proves to be
economical for the contractor to purchase the
equipment.
Hiring
• If the equipment is to be used occasionally and for a
short duration of time on the project, it proves to be
economical for the contractor to get it by hiring from firms
or persons possessing the same.
21Prof. Ashish Makwana
22. Definition
• Salvage value is the estimated resale value of an asset
at the end of its useful life. Salvage value is subtracted
from the cost of a fixed asset to determine the amount of
the asset cost that will be depreciated. Thus, salvage
value is used as a component of the depreciation.
• Depreciation is the gradual loss in the value of the
property due to its use, life, wear, tear and decay.
22Prof. Ashish Makwana
23. DISCOUNTED PRESENT WORTH
ANALYSIS
• A discounted present worth analysis involves calculating
the equivalent worth or present value of all amounts
involved in each of the individual alternatives to
determine the present worth of the proposed alternates.
Decision problems – two types:
• Revenue profit dominated cash flow diagram
• Cost dominated cash flow diagram
23Prof. Ashish Makwana
25. Revenue profit dominated cash flow diagram (continued..)
P = Initial investment
Rj = Net revenue at the end of jth year
i = rate of interest
S = salvage value at the end of nth year
𝐏𝐖(𝐢)
= P + R1
1
1 + i 1
+ R2
1
1 + i 2
+ … + Rj
1
1 + i j
+ Rn
1
1 + i n
+ S
1
1 + i j
25Prof. Ashish Makwana
26. • Cost dominated cash flow diagram
n
S
P
0 1 2 3 j
0
C1 C2 C3 Cj Cn
Cost dominated cash flow diagram
26Prof. Ashish Makwana
27. Cost dominated cash flow diagram
P = Initial investment
Cj = net cost of operation and maintenance at the end of jth year
S= salvage value at the end of nth year
𝐏𝐖 𝐢
= P + C1
1
1 + i 1
+ C2
1
1 + i 2
+ … + Cj
1
1 + i j
+ Cn
1
1 + i 𝑛
− S
1
1 + i n
27Prof. Ashish Makwana
28. DEPRECIATION
• Depreciation is the gradual loss in the value of the
property due to its use, life, wear, tear and decay.
Present value of property =
Initial cost – total amount of depreciation
Types of depreciation:
(a) Physical depreciation -
• 1. Wear and tear from operation
• 2. Decrepitude i.e. action of time and other elements
(b) Functional depreciation -
• 1. Inadequacy
• 2. Obsolescence
28Prof. Ashish Makwana
29. DEPRECIATION (CONTINUED..)
Methods of calculating depreciation:
• Straight line method
• Constant percentage method
• Sinking fund method
• Sum of year digits method
• Service output method
29Prof. Ashish Makwana
30. DEPRECIATION (CONTINUED..)
Straight line method
In this method, it is assumed that the property loses its
value by the same amount every year. A fixed amount of
the original cost is deducted every year, so that at the end
of the utility period only the scrap value is left.
𝐃 =
𝐂 − 𝐒
𝐧
Where,
D = Annual depreciation
C = Original cost
S = Scrap value
n= life in years
Depreciation of the
property after m years
=
C − S
n
∗ m; = m ∗ D
So, Book value after m
years
= C −
C − S
n
∗ m; = C − m ∗ D
30Prof. Ashish Makwana
31. DEPRECIATION (CONTINUED..)
Constant percentage method
In this method it is assumed that the property will lose its
value by a constant percentage of its value at the beginning
of every year.
Percentage rate of annual
depreciation, 𝐩 = 𝟏 −
𝐒
𝐂
𝟏
𝐧
Where,
p = Percentage rate of
annual depreciation
S = Scrap value
C = Original cost
n = life in years
Value of property after m years
after depreciation = 𝐂
𝐒
𝐂
𝐦
𝐧
This formula does not hold
good when scrap value (S)
is equal to zero.
31Prof. Ashish Makwana
32. SINKING FUND
• A sinking fund is a fund established by an economic
entity by setting aside revenue over a period of time to
fund a future capital expense, or repayment of a long-
term debt.
32Prof. Ashish Makwana
33. DEPRECIATION (CONTINUED..)
Sinking fund method
𝐃𝐞𝐩𝐫𝐞𝐜𝐢𝐚𝐭𝐢𝐨𝐧
= 𝐀𝐧𝐧𝐮𝐚𝐥 𝐬𝐢𝐧𝐤𝐢𝐧𝐠 𝐟𝐮𝐧𝐝 + 𝐈𝐧𝐭𝐞𝐫𝐞𝐬𝐭 𝐨𝐧 𝐭𝐡𝐞 𝐬𝐢𝐧𝐤𝐢𝐧𝐠 𝐟𝐮𝐧𝐝 𝐟𝐨𝐫 𝐭𝐡𝐚𝐭 𝐲𝐞𝐚𝐫
A = Annual sinking fund
b, c, d…etc. = Interest on the sinking fund for the subsequent years.
C = Original cost
Life in
years
Annual
sinking
fund
Interest
on sinking
fund
Depreciation
for that year
Total
depreciation
Book value
1 A - A A C - A
2 A b A + b 2A + b C – (2A + b)
3 A c A + c 3A + b + c C – (3A + b +c)
4 A d A + d 4A + b + c +d C – (4A + b + c + d)
So on… 33Prof. Ashish Makwana
34. DEPRECIATION (CONTINUED..)
Sinking fund method
If i is the rate of interest, annual
sinking fund installment (p) to
accumulate 1 Rs. in m years,
𝑝 =
𝑖
(1 + 𝑖) 𝑛−1
If i is the rate of interest, and 1 Rs.
Is deposited every year, total
sinking fund accumulated at the
end of n years is,
𝑞 =
(1 + 𝑖) 𝑛
−1
𝑖
So, Rate of depreciation in n years = 𝑝 ∗ 𝑞 %
34Prof. Ashish Makwana
35. DEPRECIATION (CONTINUED..)
Sum of years Digits method
• In this method, the sum of the arithmetic series of
numbers from 1 to n where n = probable life of
equipment is worked out.
• If the equipment has life of 8 years, the sum of years = 1
+ 2 + 3 + 4 + 5 + 6 + 7 + 8 = 36
𝑺𝒖𝒎 𝒐𝒇 𝒚𝒆𝒂𝒓𝒔 =
𝒏(𝒏+𝟏)
𝟐
, n = 8 years
=
8(8+1)
2
= 36
35Prof. Ashish Makwana
36. DEPRECIATION (CONTINUED..)
Sum of years Digits method (continued..)
• The rate of depreciation for the first year is assumed to
be highest and then it decreased the rate of depreciation
for the years 1 to 8 are
8
36
,
7
36
,
6
36
,
5
36
,
4
36
,
3
36
,
2
36
,
1
36
respectively.
o 𝐷𝑡 = rate of depreciation x (C – S)
o 𝐵𝑡 = 𝐵𝑡 −1 – 𝐷𝑡
Where,
𝐷𝑡 = Depreciation amount at the end of the period t
𝐵𝑡 = Book value at the end of period t
36Prof. Ashish Makwana
37. DEPRECIATION (CONTINUED..)
Service output method
• In certain situations, it may not be realistic to compute
depreciation on the basis of time period. In such cases,
the depreciation is computed on the basis of service
rendered by an equipment.
Depreciation permit of service
=
(𝑪 − 𝑺)
𝑿
Depreciation for x units of service in period
=
(𝑪 − 𝑺)
𝑿
∗ 𝒙
Where, C = Initial cost of an equipment
S = salvage value
X = maximum capacity of service of the property during
its lifetime
x = quantity of service rendered in a period 37Prof. Ashish Makwana
38. COST OF OWNING AND OPERATING
CONSTRUCTION EQUIPMENT
• The cost of owning and operating construction
equipment should be carefully analysed and determined
so as to decide whether it will be or will not be in the
interest of the person to own and operate such
construction equipment.
38Prof. Ashish Makwana
39. COST OF OWNING AND OPERATING CONSTRUCTION EQUIPMEN
(CONTINUED..)
Factors affect the cost of owning and operating
equipment:
• Cost of the equipment
• Demand of equipment
• Number of hours per year
• Number of years
• Severity of the conditions
• State of maintenance and repairs, etc.
39Prof. Ashish Makwana
40. COST OF OWNING AND OPERATING CONSTRUCTION EQUIPMEN
(CONTINUED..)
Cost considered for arriving at the total cost of owning
and operating equipment:
• Depreciation cost
• Investment cost
• Maintenance and repair cost
• Operation cost
40Prof. Ashish Makwana
41. ECONOMIC LIFE OF
CONSTRUCTION EQUIPMENTS
• It becomes necessary for the owner of a construction
equipments to decide the stage from which onwards the
cost of owning and operating of the equipment for
exceeds the economic advantage obtained from the use
of such equipment.
Equipment should be replaced under the following
circumstances:
• Depreciation
• Downtime
• Inadequacy
• Normal deterioration
41Prof. Ashish Makwana
42. A firm has to face three types of replacement
decisions:
• The replacement of capital equipment, as it wears out.
• The capital equipment required for expansion.
• The replacement of old technology by the new. i.e. the
introduction of an improved equipment in the market
which may produce cheaper products.
EQUIPMENT REPLACEMENT
POLICY
42Prof. Ashish Makwana
43. Factors responsible to replace the equipment before
the expiry of the estimated life:
• To reduce production cost.
• To reduce fatigue.
• To raise quality.
• To increase output.
• To secure greater convenience, safety and reliability.
EQUIPMENT REPLACEMENT POLICY (CONTINUED…)
43Prof. Ashish Makwana
44. EQUIPMENT REPLACEMENT POLICY (CONTINUED..)
“Guidelines in Replacement Analysis”
1. For Equipment in use:
• Do consider:
– Operating cost
– Repairs and Maintenance cost
– Down time cost
– Salvage value
– Rebuilding cost
• Do not Consider:
– Original Cost
– Money already spent on repairs and maintenance
– Unrealistic book value
44Prof. Ashish Makwana
45. EQUIPMENT REPLACEMENT POLICY (CONTINUED..)
“Guidelines in Replacement Analysis” (continued..)
2. For New Equipment:
• Do consider:
– Initial cost
– Interest on capital investment
– Salvage value at the end of useful life
– Cost advantage of improved product
– Labour savings
• Do not Consider:
– Any savings not clearly assessable
– Overhead charges
45Prof. Ashish Makwana