This document summarizes a study that used Primavera P6 software to schedule the construction of a high-rise residential building project. The study collected data on the project activities and durations, then modeled the schedule in Primavera P6 to determine the critical path and optimize the timeline. Key outcomes included reducing the risk of delays and cost overruns, optimizing resource management, and generating reports to track progress against the baseline schedule. The conclusions stated that Primavera P6 is an effective tool for construction scheduling that allows linking all activities, determining float times, and monitoring scheduled versus actual progress.
This document provides a rate analysis for 10 cubic meters of reinforced cement concrete (RCC) slab with a mix ratio of 1:2:4.
The rate analysis calculates costs for materials, labor, equipment rental, water charges, and contractor profit. Material costs include cement, sand, coarse aggregate, and steel reinforcement. Labor costs account for masons for mixing, transporting, placing, binding, and shuttering.
The total cost is Rs. 84,996, to which water charges of 1.5% and 10% contractor profit are added. The final rate calculated per cubic meter of RCC slab is Rs. 9,477.
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.
This document provides guidance on designing portal frames according to Eurocode standards. It discusses the importance of accounting for second order effects in portal frame analysis and design. It recommends using either rigorous second order analysis software or modified first order analysis with amplified loads. The document covers topics like plastic and elastic analysis methods, imperfections, ultimate and serviceability limit state verification of members and connections. It includes guidance on designing various frame elements and secondary structures, and assessing sensitivity to second order effects using a demonstration worked example.
Construction Project Schedule Example- Residential BuildingSHAZEBALIKHAN1
The document provides an example construction project schedule for building a residential building. It discusses planning the schedule by defining the project scope, stakeholders, and work breakdown structure. It then describes developing the schedule by defining activities, sequencing them, determining durations, and identifying the critical path. The example schedule is for a G+1 residential building and includes activities, durations, and relationships for structural works and finishing works.
Precast concrete piles were used as the building component for the Petronas Twin Towers project in Malaysia. Precast concrete piles have advantages such as quality control during manufacturing, strength to resist forces, and ease of installation. However, they also have disadvantages like heavy weight requiring special equipment for handling and transportation, and noise pollution during pile driving. The construction process involves precasting the piles, transporting them to the site, and driving them into the ground using a pile driver until reaching the desired depth and load capacity. Quality control checks are done during manufacturing and installation to ensure specification compliance.
Highway drainage systems aim to drain water away from road surfaces to prevent damage. Surface drainage uses ditches and gutters to drain rainfall runoff. Subsurface drainage includes lowering the water table using longitudinal drains or controlling seepage and capillary rise using impermeable layers or drain pipes. Cross drainage structures like culverts and bridges allow streams to cross roads. Design involves calculating runoff, sizing drains, and adding erosion controls to dissipate flow energy at outlets. Proper drainage is important to ensure highway structural integrity and safety.
This document provides information about steel reinforcement bars including terminology, types of steel bars, bending schedules, and design considerations. It discusses the components of steel, differences between steel and iron, grades of steel bars including Fe415, Fe500 and Fe550, and types of steel bars like TMT and CTD. It also provides bending schedules for elements like footings, columns, beams and slabs. Important points covered include lapping requirements, cover concrete thickness, binding wire usage, and steel wastage percentages.
This document provides a rate analysis for 10 cubic meters of reinforced cement concrete (RCC) slab with a mix ratio of 1:2:4.
The rate analysis calculates costs for materials, labor, equipment rental, water charges, and contractor profit. Material costs include cement, sand, coarse aggregate, and steel reinforcement. Labor costs account for masons for mixing, transporting, placing, binding, and shuttering.
The total cost is Rs. 84,996, to which water charges of 1.5% and 10% contractor profit are added. The final rate calculated per cubic meter of RCC slab is Rs. 9,477.
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.
This document provides guidance on designing portal frames according to Eurocode standards. It discusses the importance of accounting for second order effects in portal frame analysis and design. It recommends using either rigorous second order analysis software or modified first order analysis with amplified loads. The document covers topics like plastic and elastic analysis methods, imperfections, ultimate and serviceability limit state verification of members and connections. It includes guidance on designing various frame elements and secondary structures, and assessing sensitivity to second order effects using a demonstration worked example.
Construction Project Schedule Example- Residential BuildingSHAZEBALIKHAN1
The document provides an example construction project schedule for building a residential building. It discusses planning the schedule by defining the project scope, stakeholders, and work breakdown structure. It then describes developing the schedule by defining activities, sequencing them, determining durations, and identifying the critical path. The example schedule is for a G+1 residential building and includes activities, durations, and relationships for structural works and finishing works.
Precast concrete piles were used as the building component for the Petronas Twin Towers project in Malaysia. Precast concrete piles have advantages such as quality control during manufacturing, strength to resist forces, and ease of installation. However, they also have disadvantages like heavy weight requiring special equipment for handling and transportation, and noise pollution during pile driving. The construction process involves precasting the piles, transporting them to the site, and driving them into the ground using a pile driver until reaching the desired depth and load capacity. Quality control checks are done during manufacturing and installation to ensure specification compliance.
Highway drainage systems aim to drain water away from road surfaces to prevent damage. Surface drainage uses ditches and gutters to drain rainfall runoff. Subsurface drainage includes lowering the water table using longitudinal drains or controlling seepage and capillary rise using impermeable layers or drain pipes. Cross drainage structures like culverts and bridges allow streams to cross roads. Design involves calculating runoff, sizing drains, and adding erosion controls to dissipate flow energy at outlets. Proper drainage is important to ensure highway structural integrity and safety.
This document provides information about steel reinforcement bars including terminology, types of steel bars, bending schedules, and design considerations. It discusses the components of steel, differences between steel and iron, grades of steel bars including Fe415, Fe500 and Fe550, and types of steel bars like TMT and CTD. It also provides bending schedules for elements like footings, columns, beams and slabs. Important points covered include lapping requirements, cover concrete thickness, binding wire usage, and steel wastage percentages.
This document discusses prefabricated modular structures. Some key points:
1. Prefabricated structures have standardized components that are produced off-site in a controlled environment and then transported for assembly. This allows for faster, more efficient construction.
2. Precast concrete offers advantages like higher quality, less weather dependency, and unlimited design possibilities compared to site-cast construction.
3. There are different precast systems like large panel, frame, and lift-slab. Precast components include walls, floors, beams, and more.
CONSTRUCTION [soil treatment, foundation backfill, Damp Proof Membrane[DPM] a...musadoto
With reference to a construction site visited recently, describe in details key features
that can be observed on site as follows
Foundations backfilling, hardcore, soil treatment, DPM and BRC works prior
to pouring oversite concrete
CONSTRUCTION [soil treatment, foundation backfill, Damp Proof Membrane[DPM] and BRC for engineers (civil)
CONSTRUCTION PROJECT PLANING
WHAT IS CONSTRUCTION PLANNING
5 STEPS TO THE PERFECT CONSTRUCTION PLANNING PROCESS
PRE TENDER PLANNING
PRE CONTRACT PLANNING
ROLE OF CLIENT
ROLE OF CONTRACTOR
PROCESS OF DEVELOPMENT OF PLANS
PLANNING A PROJECT
INTRODUCTION TO SCHEDULING
WORK BREAKDOWN STRUCTURE
BAR CHARTS (GANTT CHARTS)
NETWORK TECHNIQUES
ACTIVITY-ON-ARROW NETWORK
DUMMY ACTIVITIES
DANGLING ACTIVITY
CYCLE IN NETWORK
PRECEDENCE NETWORKS
TIME ESTIMATES
MILESTONES IN PROJECT
TIME ANALYSIS
CRITICAL PATH, SLACK AND FLOAT
NETWORK ANALYSIS AND BAR CHART
WHAT IS NETWORK
PERT / CPM Techniques
TERMS USED IN A NETWORK
RULES OF NETWORK CONSTRUCTION
NETWORK SYMBOLS
The document discusses plumbing services and water distribution systems. It describes different types of water distribution systems like dead end, grid iron, ring, and radial systems. It also covers the requirements of a good water distribution system. Additionally, it discusses the common materials used for pipes in distribution systems like cast iron, galvanized iron, copper, HDPE, and CPVC pipes. Finally, it covers other components of water supply systems like service connections, water meters, and different types of valves.
Construction Planning and Scheduling of Residential Building by MS Project by...Shabaz Khan
This document provides a project report for the planning, scheduling, and estimation of a residential building project consisting of a ground floor and first floor. It includes the project objective, various drawings of the site plan, floor plans, and elevations. It also provides details on the construction planning principles, estimation process, and a title abstract estimate with quantities and costs for various construction items.
This document discusses various types of equipment used in concrete production and construction projects. It describes mixers like hand fed tilting drum mixers and loader fed tilting drum mixers used to mix concrete constituents. Other equipment mentioned include concrete pumps to transport liquid concrete, vibrators to compact concrete by removing air bubbles, crushers for demolishing and recycling waste concrete, and conveyors for horizontally or vertically transporting concrete. Weigh batchers, boom placers, pavers, and tanks are also briefly outlined.
Prestressed concrete has several advantages over reinforced concrete including being more crack-resistant, durable, and requiring smaller cross-sectional areas, allowing for longer spans and easier transport. However, it also has some disadvantages such as requiring specialized equipment, advanced technical knowledge, and skilled labor for construction, as well as more expensive prestressing reinforcement bars.
The document discusses foundations, which are the part of a structure below ground level that transmits the load of the superstructure to the soil. It also discusses concrete mixes like M25 grade concrete, which has a specified 28-day compressive strength of 25 N/mm2. Finally, it provides specifications for excavation of foundations, removal of water from foundations, damp proof course installation, and precautions for designing foundations.
BIM is a digital representation of physical and functional characteristics of a built asset that contains design, construction, operation, and maintenance information. It enables richer analysis than traditional processes by integrating large amounts of multi-disciplinary data throughout the asset's lifecycle. Productivity benefits of BIM include fewer errors, reduced rework, shorter project durations, lower costs, improved communication and understanding between stakeholders, and optimizing design decisions early when changes are cheap to make. Studies show BIM can reduce construction changes by 40% and project durations by up to 37% as users gain experience with the technology.
This document discusses one way slabs. It defines one way slabs as slabs supported by beams on two opposite sides, with the load transferred to the two supports. For a slab to be considered one way, the ratio of its long side (ly) to short side (lx) must be greater than or equal to 2. Reinforcement in a one way slab is provided only along the short span direction. In contrast, two way slabs have reinforcement in both directions since for them ly/lx is less than 2. Other types of slabs discussed include flat slabs supported directly on columns and grid slabs supported within a column-free area by perimeter beams.
The document discusses structural steel construction, including the various methods used such as beam and column construction, long span construction, and wall bearing construction. It describes the common structural steel members like columns, beams, joists, and trusses that are erected and secured together using fastening systems like bolts and welds to form the structural framework. Details provided on erection plans guide the fabrication and installation of the different steel components.
This document discusses structural steel construction methods. It describes how structural steel members like beams, columns, girders, and trusses are erected and secured together to form structural frameworks. It discusses different construction methods like beam and column construction, long span construction, and wall bearing construction. It also covers structural steel components like pre-engineered metal buildings, open web steel joists, bridging, braces, and tie rods. Additionally, it discusses fastening systems using bolts and welds and metal decking and paneling used in construction.
This document discusses various construction difficulties that can arise in project management. It identifies key challenges such as undefined goals, changing scope, lack of accountability, poor risk management, poor communication, unrealistic expectations, and stakeholder indifference. These difficulties can lead to delays, budget overruns, and decreased productivity if not properly managed. The document provides examples of each challenge and emphasizes the project manager's role in mitigating risks through tools like software, clear communication, and setting realistic expectations.
2-Flexural Analysis and Design of Beams.pdfHammadAmjad14
This document discusses the flexural behavior of reinforced concrete beams under service loads. It provides assumptions and equations used to analyze beams in their elastic range when both concrete and steel are within their proportional limits. The key points are:
1) Plane sections remain plane after bending. Strains in steel and concrete are equal due to bond.
2) Cracks form when tension stresses exceed concrete's tensile strength, but steel reinforcement carries load.
3) Compression stresses are limited to 0.85 times concrete's compressive strength. Strain diagrams and equations for moment capacity are derived.
This document discusses construction management and outlines the contents of a module on the topic. The module covers an introduction to construction projects, including types of construction projects, elements of construction projects, an overview of the construction industry, and the importance and functions of construction management. Specific topics that will be addressed include types of construction projects, elements of construction projects, activities of the construction industry, and functions of construction management.
This document provides an overview of construction site safety and machinery used at a construction site in Bangi, Malaysia. It discusses personal protective equipment, site security measures, welfare facilities, and hazards/safety procedures for machinery, elevated work areas, scaffolding, and fall protection. Specific machinery covered include earth moving equipment like loaders, backhoes, excavators, and trucks. For each construction element, the associated hazards and solutions are outlined. The document aims to identify and properly manage safety aspects at the construction site.
Steel structures involve structural steel members designed to carry loads and provide rigidity. Some famous steel structures include the Walt Disney Concert Hall, Tyne Bridge, and Howrah Bridge. Steel structures have advantages like high strength, ductility, elasticity, and ease of fabrication and erection. The Howrah Bridge is a steel cantilever bridge that connects Howrah and Kolkata. When built, it was the 3rd longest cantilever bridge in the world. It uses steel components like I-beams, rivets, and expansion joints and was constructed between 1936-1942.
In literature, there are two categories for the analysis of Water Distribution Networks (WDN). The first is Demand Driven Analysis (DDA) at which engineers satisfies the demand at each node and then calculate the pressure in the design of new networks. Softwares like EPANET and other commercial ones comprises the DDA methodologies. Normally, engineers do not take into consideration the sudden events (i.e excessive firefighting demand, excessive demand in some junctions, pipe failure, or pump failure). These events may produce negative pressure problems to the network leading to deficient nodes. In the second category named Pressure Driven Analysis (PDA), researchers attempted to solve the negative pressure problem. Indeed, the PDA methods are treated into three different ways. (i) Modifying the hydraulic solver source code by introducing a new PDA method, or (ii) adding artificial elements like check valve, internal dummy node, flow control valve, reservoir or emitter to network demand nodes, or (iii) adding some of the previous explained artificial elements to demand nodes which are suffering from pressure deficiency. Many researchers try to take into consideration the extended period simulation (EPS) in the water network. Until now, there are many challenges facing researchers to come over the problem of deficient nodes. In this paper, a comparison between results (Demand & Pressure) of a case study when using different PDA methods.
The document provides an introduction to Primavera, a project planning and scheduling software. It defines key concepts such as activities, relationships, floats, critical paths, and resources. It also describes the basic terminology used in Primavera including activity types, calendars, constraints, cost tracking, and work breakdown structures. The document aims to familiarize users with the basic features and terminology of Primavera to help plan, schedule and monitor projects.
IRJET- Scheduling and Labour Management for Residential Building Project usin...IRJET Journal
This document discusses scheduling and labor management for a residential building project in Mysore, India using Primavera P6 project management software. It describes developing a schedule for construction activities over 4 months, assigning different types of labor to activities, and monitoring and tracking progress against the baseline schedule. The results show Gantt charts displaying the structured work schedule and resource sheet assigning laborers. Tracking compares planned versus actual work, helping control the project to finish on time. In conclusion, Primavera software effectively plans, schedules, and monitors construction projects for optimized labor management and productivity.
IRJET- Optimized Project Planning and Scheduling of Multistorey BuildingIRJET Journal
The document discusses planning and scheduling of a multi-storey residential building project in India using Microsoft Project software. It outlines the objectives, methodology, and results of optimizing the project schedule to minimize duration and costs. The project involved construction of a 17-floor building with 64 flats over 21 months at an estimated cost of 89.05 crore Indian rupees.
This document discusses prefabricated modular structures. Some key points:
1. Prefabricated structures have standardized components that are produced off-site in a controlled environment and then transported for assembly. This allows for faster, more efficient construction.
2. Precast concrete offers advantages like higher quality, less weather dependency, and unlimited design possibilities compared to site-cast construction.
3. There are different precast systems like large panel, frame, and lift-slab. Precast components include walls, floors, beams, and more.
CONSTRUCTION [soil treatment, foundation backfill, Damp Proof Membrane[DPM] a...musadoto
With reference to a construction site visited recently, describe in details key features
that can be observed on site as follows
Foundations backfilling, hardcore, soil treatment, DPM and BRC works prior
to pouring oversite concrete
CONSTRUCTION [soil treatment, foundation backfill, Damp Proof Membrane[DPM] and BRC for engineers (civil)
CONSTRUCTION PROJECT PLANING
WHAT IS CONSTRUCTION PLANNING
5 STEPS TO THE PERFECT CONSTRUCTION PLANNING PROCESS
PRE TENDER PLANNING
PRE CONTRACT PLANNING
ROLE OF CLIENT
ROLE OF CONTRACTOR
PROCESS OF DEVELOPMENT OF PLANS
PLANNING A PROJECT
INTRODUCTION TO SCHEDULING
WORK BREAKDOWN STRUCTURE
BAR CHARTS (GANTT CHARTS)
NETWORK TECHNIQUES
ACTIVITY-ON-ARROW NETWORK
DUMMY ACTIVITIES
DANGLING ACTIVITY
CYCLE IN NETWORK
PRECEDENCE NETWORKS
TIME ESTIMATES
MILESTONES IN PROJECT
TIME ANALYSIS
CRITICAL PATH, SLACK AND FLOAT
NETWORK ANALYSIS AND BAR CHART
WHAT IS NETWORK
PERT / CPM Techniques
TERMS USED IN A NETWORK
RULES OF NETWORK CONSTRUCTION
NETWORK SYMBOLS
The document discusses plumbing services and water distribution systems. It describes different types of water distribution systems like dead end, grid iron, ring, and radial systems. It also covers the requirements of a good water distribution system. Additionally, it discusses the common materials used for pipes in distribution systems like cast iron, galvanized iron, copper, HDPE, and CPVC pipes. Finally, it covers other components of water supply systems like service connections, water meters, and different types of valves.
Construction Planning and Scheduling of Residential Building by MS Project by...Shabaz Khan
This document provides a project report for the planning, scheduling, and estimation of a residential building project consisting of a ground floor and first floor. It includes the project objective, various drawings of the site plan, floor plans, and elevations. It also provides details on the construction planning principles, estimation process, and a title abstract estimate with quantities and costs for various construction items.
This document discusses various types of equipment used in concrete production and construction projects. It describes mixers like hand fed tilting drum mixers and loader fed tilting drum mixers used to mix concrete constituents. Other equipment mentioned include concrete pumps to transport liquid concrete, vibrators to compact concrete by removing air bubbles, crushers for demolishing and recycling waste concrete, and conveyors for horizontally or vertically transporting concrete. Weigh batchers, boom placers, pavers, and tanks are also briefly outlined.
Prestressed concrete has several advantages over reinforced concrete including being more crack-resistant, durable, and requiring smaller cross-sectional areas, allowing for longer spans and easier transport. However, it also has some disadvantages such as requiring specialized equipment, advanced technical knowledge, and skilled labor for construction, as well as more expensive prestressing reinforcement bars.
The document discusses foundations, which are the part of a structure below ground level that transmits the load of the superstructure to the soil. It also discusses concrete mixes like M25 grade concrete, which has a specified 28-day compressive strength of 25 N/mm2. Finally, it provides specifications for excavation of foundations, removal of water from foundations, damp proof course installation, and precautions for designing foundations.
BIM is a digital representation of physical and functional characteristics of a built asset that contains design, construction, operation, and maintenance information. It enables richer analysis than traditional processes by integrating large amounts of multi-disciplinary data throughout the asset's lifecycle. Productivity benefits of BIM include fewer errors, reduced rework, shorter project durations, lower costs, improved communication and understanding between stakeholders, and optimizing design decisions early when changes are cheap to make. Studies show BIM can reduce construction changes by 40% and project durations by up to 37% as users gain experience with the technology.
This document discusses one way slabs. It defines one way slabs as slabs supported by beams on two opposite sides, with the load transferred to the two supports. For a slab to be considered one way, the ratio of its long side (ly) to short side (lx) must be greater than or equal to 2. Reinforcement in a one way slab is provided only along the short span direction. In contrast, two way slabs have reinforcement in both directions since for them ly/lx is less than 2. Other types of slabs discussed include flat slabs supported directly on columns and grid slabs supported within a column-free area by perimeter beams.
The document discusses structural steel construction, including the various methods used such as beam and column construction, long span construction, and wall bearing construction. It describes the common structural steel members like columns, beams, joists, and trusses that are erected and secured together using fastening systems like bolts and welds to form the structural framework. Details provided on erection plans guide the fabrication and installation of the different steel components.
This document discusses structural steel construction methods. It describes how structural steel members like beams, columns, girders, and trusses are erected and secured together to form structural frameworks. It discusses different construction methods like beam and column construction, long span construction, and wall bearing construction. It also covers structural steel components like pre-engineered metal buildings, open web steel joists, bridging, braces, and tie rods. Additionally, it discusses fastening systems using bolts and welds and metal decking and paneling used in construction.
This document discusses various construction difficulties that can arise in project management. It identifies key challenges such as undefined goals, changing scope, lack of accountability, poor risk management, poor communication, unrealistic expectations, and stakeholder indifference. These difficulties can lead to delays, budget overruns, and decreased productivity if not properly managed. The document provides examples of each challenge and emphasizes the project manager's role in mitigating risks through tools like software, clear communication, and setting realistic expectations.
2-Flexural Analysis and Design of Beams.pdfHammadAmjad14
This document discusses the flexural behavior of reinforced concrete beams under service loads. It provides assumptions and equations used to analyze beams in their elastic range when both concrete and steel are within their proportional limits. The key points are:
1) Plane sections remain plane after bending. Strains in steel and concrete are equal due to bond.
2) Cracks form when tension stresses exceed concrete's tensile strength, but steel reinforcement carries load.
3) Compression stresses are limited to 0.85 times concrete's compressive strength. Strain diagrams and equations for moment capacity are derived.
This document discusses construction management and outlines the contents of a module on the topic. The module covers an introduction to construction projects, including types of construction projects, elements of construction projects, an overview of the construction industry, and the importance and functions of construction management. Specific topics that will be addressed include types of construction projects, elements of construction projects, activities of the construction industry, and functions of construction management.
This document provides an overview of construction site safety and machinery used at a construction site in Bangi, Malaysia. It discusses personal protective equipment, site security measures, welfare facilities, and hazards/safety procedures for machinery, elevated work areas, scaffolding, and fall protection. Specific machinery covered include earth moving equipment like loaders, backhoes, excavators, and trucks. For each construction element, the associated hazards and solutions are outlined. The document aims to identify and properly manage safety aspects at the construction site.
Steel structures involve structural steel members designed to carry loads and provide rigidity. Some famous steel structures include the Walt Disney Concert Hall, Tyne Bridge, and Howrah Bridge. Steel structures have advantages like high strength, ductility, elasticity, and ease of fabrication and erection. The Howrah Bridge is a steel cantilever bridge that connects Howrah and Kolkata. When built, it was the 3rd longest cantilever bridge in the world. It uses steel components like I-beams, rivets, and expansion joints and was constructed between 1936-1942.
In literature, there are two categories for the analysis of Water Distribution Networks (WDN). The first is Demand Driven Analysis (DDA) at which engineers satisfies the demand at each node and then calculate the pressure in the design of new networks. Softwares like EPANET and other commercial ones comprises the DDA methodologies. Normally, engineers do not take into consideration the sudden events (i.e excessive firefighting demand, excessive demand in some junctions, pipe failure, or pump failure). These events may produce negative pressure problems to the network leading to deficient nodes. In the second category named Pressure Driven Analysis (PDA), researchers attempted to solve the negative pressure problem. Indeed, the PDA methods are treated into three different ways. (i) Modifying the hydraulic solver source code by introducing a new PDA method, or (ii) adding artificial elements like check valve, internal dummy node, flow control valve, reservoir or emitter to network demand nodes, or (iii) adding some of the previous explained artificial elements to demand nodes which are suffering from pressure deficiency. Many researchers try to take into consideration the extended period simulation (EPS) in the water network. Until now, there are many challenges facing researchers to come over the problem of deficient nodes. In this paper, a comparison between results (Demand & Pressure) of a case study when using different PDA methods.
The document provides an introduction to Primavera, a project planning and scheduling software. It defines key concepts such as activities, relationships, floats, critical paths, and resources. It also describes the basic terminology used in Primavera including activity types, calendars, constraints, cost tracking, and work breakdown structures. The document aims to familiarize users with the basic features and terminology of Primavera to help plan, schedule and monitor projects.
IRJET- Scheduling and Labour Management for Residential Building Project usin...IRJET Journal
This document discusses scheduling and labor management for a residential building project in Mysore, India using Primavera P6 project management software. It describes developing a schedule for construction activities over 4 months, assigning different types of labor to activities, and monitoring and tracking progress against the baseline schedule. The results show Gantt charts displaying the structured work schedule and resource sheet assigning laborers. Tracking compares planned versus actual work, helping control the project to finish on time. In conclusion, Primavera software effectively plans, schedules, and monitors construction projects for optimized labor management and productivity.
IRJET- Optimized Project Planning and Scheduling of Multistorey BuildingIRJET Journal
The document discusses planning and scheduling of a multi-storey residential building project in India using Microsoft Project software. It outlines the objectives, methodology, and results of optimizing the project schedule to minimize duration and costs. The project involved construction of a 17-floor building with 64 flats over 21 months at an estimated cost of 89.05 crore Indian rupees.
IRJET- Identification of Constraints and there Impact on Construction Pro...IRJET Journal
This document discusses identifying constraints that impact construction project schedules. It begins with an abstract that outlines identifying major constraints using the Relative Importance Index (RII) method and analyzing their impact on project schedules using Microsoft Project software.
The document then describes the research methodology, which includes preparing questionnaires to identify constraints, conducting a survey, analyzing the results with RII to determine governing constraints, and rescheduling the project to assess impact of delays. A literature review is also provided on studying factors that cause delays and techniques for reducing constraints. The objectives are to schedule a building project, identify high-impact constraints with RII, and determine total project duration considering constraint impacts.
IRJET- Application of Microsoft Project for Planning and Scheduling of a Resi...IRJET Journal
This document discusses planning and scheduling a residential construction project using Microsoft Project. It summarizes the key steps:
1) The activities of constructing two residential blocks were planned and scheduled in MSP, including allocating resources, determining task relationships, and generating a Gantt chart.
2) The total baseline duration of the project was estimated to be 632 days with a total cost of Rs. 154,394,081.
3) Planning and scheduling the project in MSP allowed determining the critical path and monitoring project progress and costs.
Planning, Scheduling and Allocation of Resources for Multi-Storied Structure ...IRJET Journal
This document discusses planning, scheduling, and allocating resources for a multi-storied residential building project using Oracle's Primavera P6 software. It begins with an abstract that outlines the importance of project management tools in the growing construction industry. It then provides background on project management, planning, scheduling, and the benefits of Primavera P6, which include quick scheduling, identifying floats and critical paths, customizable reports, and resource allocation. The document aims to demonstrate the advantages of using Primavera P6 for construction project management.
COMPARISON BETWEEN CONVENTIONAL AND PREFABRICATED BUILDING USING PRIMAVERAIRJET Journal
This document compares the construction of conventional and prefabricated buildings using Primavera P6 software. It finds that prefabricated buildings require less time to construct but have higher costs compared to conventional buildings. The document outlines the research methodology, which includes creating a project, adding activities and a work breakdown structure in Primavera. It also allocates resources, creates a calendar and Gantt chart. The analysis estimates construction time and costs for both building types based on the Primavera project planning. It concludes that prefabricated buildings are faster to build while conventional buildings have lower costs, so the appropriate choice depends on schedule and budget.
The document discusses the Last Planner System (LPS), a production control method for construction planning and scheduling. It compares LPS to the traditional Critical Path Method (CPM). LPS aims to increase reliability and predictability of project schedules through collaborative planning at different time horizons, including master scheduling, pull planning, lookahead planning, weekly work planning, and percent plan complete tracking. The key aspects of LPS including its five distinct phases and advantages over CPM are described.
IRJET- Planning and Scheduling for a Multi-Storied Building using MS-ProjectIRJET Journal
This document discusses planning and scheduling a multi-storied building construction project using Microsoft Project software. It begins with an abstract that outlines the objectives of studying scheduling methods for multi-story buildings and applying MS Project software to plan and schedule a hypothetical 7-story residential building. The document then provides background on the benefits of effective project planning and scheduling for reducing construction time and costs. It describes the key aspects and features of MS Project for developing schedules, assigning resources to tasks, tracking progress, managing budgets, and analyzing workloads. The methodology section outlines the steps for using MS Project to plan and schedule the hypothetical building project within time and resource constraints to complete it on schedule.
Tracking and Management of Construction Projects using PrimaveraIRJET Journal
This document discusses tracking and managing construction projects using Primavera software. It summarizes tracking the progress of an ongoing residential building project in India over 4 months using earned value management metrics in Primavera. The tracking showed the project was behind schedule and over budget. It also describes planning and scheduling the construction of a new apartment building up to the scheduling stage in Primavera, with the goal of managing the project to control costs and duration. The document concludes that project management software like Primavera can help improve construction project tracking, forecasting, and management.
Conveyor Belt Project Report using MS PROJECT by creating work package,deliverable, sub-deliverables and allocating resources to them. Analysis was done and suggestion was made for the overall imporvement
CONSTRUCTION PROJECT MANAGEMANT BY USING M. S PROJECT FOR ATULA ELEGANCE AT V...IRJET Journal
This document discusses using Microsoft Project software to plan and schedule a construction project in Gandhinagar, India. Specifically, it focuses on scheduling activities for Block A of the Atulya Elegance residential building project. The methodology involves collecting activity data, analyzing it in MS Project to generate a schedule and critical path, allocating resources and costs to activities, and overviewing resources and costs. The results show the Gantt chart schedule generated in MS Project to plan and control the construction of Block A. It is concluded that using project management software like MS Project improves time and cost management of construction projects.
Planning and Scheduling of a Multi-Storeyed Residential Building with Convent...IRJET Journal
This document summarizes a study comparing the planning and scheduling of a multi-story residential building project using conventional construction practices versus applying project management techniques. The study analyzed a real residential building project in Belagavi, India that took 418 days and cost Rs. 3,89,43,521 using conventional practices. When the same project was planned and scheduled applying project management skills in Microsoft Project, the estimated duration was reduced to 321 days and cost was reduced to Rs. 3,77,19,686. The project management approach helped optimize resources, identify non-value adding activities, and fast-track the schedule to complete the project more efficiently within both time and budget.
Chapter 3 Construction Planning and Scheduling lect. 3.pptssuserb4074f
This document provides an overview of construction planning and scheduling. It discusses the importance of construction planning, including the advantages of planning before, during, and after a project's completion. It also outlines the steps involved in construction planning, including determining activities, sequencing activities, estimating activity durations, and developing schedules. The document also discusses construction scheduling techniques like bar charts, network scheduling using critical path method (CPM) and program evaluation review technique (PERT), and how to calculate critical paths.
IRJET- Planning, Scheduling, and Optimization of Labor Resources in the C...IRJET Journal
This document discusses planning, scheduling, and optimizing labor resources for the construction of a residential apartment building using Primavera P6 software. It describes how the software was used to plan and schedule each activity through critical path method. To address potential lack of required labor resources, labor resource leveling, smoothing, and overtime working techniques were used to optimize resource allocation. Using these techniques, the total project duration was changed from 935 days to 1011 days with leveling, remained at 935 days with smoothing, and was reduced to 748 days with overtime working, all while maintaining the total labor units and completing the project on schedule.
“PLANNING AND SCHEDULING OF MULTI STOREY BUILDING USING BIM”IRJET Journal
This document discusses planning, modeling, quantity estimation, and scheduling of a multi-storey residential building project using Building Information Modeling (BIM) software. It describes modeling a 7-storey building in Autodesk Revit including floor plans and 3D views. A work breakdown structure is created from the Revit model and a schedule is developed for the project in Primavera P6, estimating completion in December 2020. BIM is said to improve collaboration, visualization, scheduling, and quality while reducing costs and errors compared to traditional methods.
This document outlines a 10-step process called Step Wise for project planning. It involves selecting the project, identifying objectives and scope, analyzing project characteristics, identifying products and activities, estimating effort, identifying risks, allocating resources, reviewing and publishing the plan, and executing the plan through lower levels of detailed planning. Project planning establishes objectives, analyzes the project, and identifies an infrastructure, products, activities, resources, and quality controls to guide successful execution.
IRJET- Application of Time Divisions Scheduling Techniques for Duration and Q...IRJET Journal
This document proposes a new scheduling technique to improve upon the limitations of traditional Critical Path Method (CPM) and Gantt chart scheduling. The new technique, called Critical Path Division (CPD), divides activity durations and work quantities into daily time divisions to allow for more granular project tracking, monitoring, and control. CPM and Gantt charts only consider activity durations and cannot adequately represent schedule changes or recover delays. CPD addresses this by showing progress at a daily level based on both duration and work completed. The objectives are to develop an improved scheduling model that overcomes the weaknesses of traditional methods and better supports construction project management.
Project Plan For A Project Management ProjectMary Stevenson
Here are the key steps for the induction program project plan:
1. Define project objectives - Clearly state what the project aims to achieve.
2. Develop project schedule - Create a timeline that outlines all tasks and their deadlines.
3. Assign roles and responsibilities - Designate project manager and team member roles.
4. Create communication plan - Determine how the team will communicate status and issues.
5. Develop budget - Estimate costs for all project activities and materials.
6. Identify risks - Anticipate potential challenges and have contingency plans.
7. Plan evaluations - Determine how the project and team performance will be assessed.
8. Get sign-off - Obtain final approval
IRJET- Optimization of Time and Cost of Building Construction using Fast ...IRJET Journal
This document discusses optimizing the time and cost of building construction projects using fast tracking scheduling methods. It analyzes a case study of constructing linemen quarters using Microsoft Project software. The study found that using fast tracking and project management tools like MSP reduced the planned project duration from 381 to 328 days, a 53 day reduction. The total estimated cost remained nearly the same between traditional and MSP scheduling methods. Thus fast tracking can help complete construction projects faster while maintaining budget.
Similar to Project Scheduling of a High-rise Building using Primavera P6 (20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...IRJET Journal
1) The document discusses the Sungal Tunnel project in Jammu and Kashmir, India, which is being constructed using the New Austrian Tunneling Method (NATM).
2) NATM involves continuous monitoring during construction to adapt to changing ground conditions, and makes extensive use of shotcrete for temporary tunnel support.
3) The methodology section outlines the systematic geotechnical design process for tunnels according to Austrian guidelines, and describes the various steps of NATM tunnel construction including initial and secondary tunnel support.
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTUREIRJET Journal
This study examines the effect of response reduction factors (R factors) on reinforced concrete (RC) framed structures through nonlinear dynamic analysis. Three RC frame models with varying heights (4, 8, and 12 stories) were analyzed in ETABS software under different R factors ranging from 1 to 5. The results showed that displacement increased as the R factor decreased, indicating less linear behavior for lower R factors. Drift also decreased proportionally with increasing R factors from 1 to 5. Shear forces in the frames decreased with higher R factors. In general, R factors of 3 to 5 produced more satisfactory performance with less displacement and drift. The displacement variations between different building heights were consistent at different R factors. This study evaluated how R factors influence
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...IRJET Journal
This study compares the use of Stark Steel and TMT Steel as reinforcement materials in a two-way reinforced concrete slab. Mechanical testing is conducted to determine the tensile strength, yield strength, and other properties of each material. A two-way slab design adhering to codes and standards is executed with both materials. The performance is analyzed in terms of deflection, stability under loads, and displacement. Cost analyses accounting for material, durability, maintenance, and life cycle costs are also conducted. The findings provide insights into the economic and structural implications of each material for reinforcement selection and recommendations on the most suitable material based on the analysis.
Effect of Camber and Angles of Attack on Airfoil CharacteristicsIRJET Journal
This document discusses a study analyzing the effect of camber, position of camber, and angle of attack on the aerodynamic characteristics of airfoils. Sixteen modified asymmetric NACA airfoils were analyzed using computational fluid dynamics (CFD) by varying the camber, camber position, and angle of attack. The results showed the relationship between these parameters and the lift coefficient, drag coefficient, and lift to drag ratio. This provides insight into how changes in airfoil geometry impact aerodynamic performance.
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...IRJET Journal
This document reviews the progress and challenges of aluminum-based metal matrix composites (MMCs), focusing on their fabrication processes and applications. It discusses how various aluminum MMCs have been developed using reinforcements like borides, carbides, oxides, and nitrides to improve mechanical and wear properties. These composites have gained prominence for their lightweight, high-strength and corrosion resistance properties. The document also examines recent advancements in fabrication techniques for aluminum MMCs and their growing applications in industries such as aerospace and automotive. However, it notes that challenges remain around issues like improper mixing of reinforcements and reducing reinforcement agglomeration.
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...IRJET Journal
This document discusses research on using graph neural networks (GNNs) for dynamic optimization of public transportation networks in real-time. GNNs represent transit networks as graphs with nodes as stops and edges as connections. The GNN model aims to optimize networks using real-time data on vehicle locations, arrival times, and passenger loads. This helps increase mobility, decrease traffic, and improve efficiency. The system continuously trains and infers to adapt to changing transit conditions, providing decision support tools. While research has focused on performance, more work is needed on security, socio-economic impacts, contextual generalization of models, continuous learning approaches, and effective real-time visualization.
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...IRJET Journal
This document summarizes a research project that aims to compare the structural performance of conventional slab and grid slab systems in multi-story buildings using ETABS software. The study will analyze both symmetric and asymmetric building models under various loading conditions. Parameters like deflections, moments, shears, and stresses will be examined to evaluate the structural effectiveness of each slab type. The results will provide insights into the comparative behavior of conventional and grid slabs to help engineers and architects select appropriate slab systems based on building layouts and design requirements.
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...IRJET Journal
This document summarizes and reviews a research paper on the seismic response of reinforced concrete (RC) structures with plan and vertical irregularities, with and without infill walls. It discusses how infill walls can improve or reduce the seismic performance of RC buildings, depending on factors like wall layout, height distribution, connection to the frame, and relative stiffness of walls and frames. The reviewed research paper analyzes the behavior of infill walls, effects of vertical irregularities, and seismic performance of high-rise structures under linear static and dynamic analysis. It studies response characteristics like story drift, deflection and shear. The document also provides literature on similar research investigating the effects of infill walls, soft stories, plan irregularities, and different
This document provides a review of machine learning techniques used in Advanced Driver Assistance Systems (ADAS). It begins with an abstract that summarizes key applications of machine learning in ADAS, including object detection, recognition, and decision-making. The introduction discusses the integration of machine learning in ADAS and how it is transforming vehicle safety. The literature review then examines several research papers on topics like lightweight deep learning models for object detection and lane detection models using image processing. It concludes by discussing challenges and opportunities in the field, such as improving algorithm robustness and adaptability.
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...IRJET Journal
The document analyzes temperature and precipitation trends in Asosa District, Benishangul Gumuz Region, Ethiopia from 1993 to 2022 based on data from the local meteorological station. The results show:
1) The average maximum and minimum annual temperatures have generally decreased over time, with maximum temperatures decreasing by a factor of -0.0341 and minimum by -0.0152.
2) Mann-Kendall tests found the decreasing temperature trends to be statistically significant for annual maximum temperatures but not for annual minimum temperatures.
3) Annual precipitation in Asosa District showed a statistically significant increasing trend.
The conclusions recommend development planners account for rising summer precipitation and declining temperatures in
P.E.B. Framed Structure Design and Analysis Using STAAD ProIRJET Journal
This document discusses the design and analysis of pre-engineered building (PEB) framed structures using STAAD Pro software. It provides an overview of PEBs, including that they are designed off-site with building trusses and beams produced in a factory. STAAD Pro is identified as a key tool for modeling, analyzing, and designing PEBs to ensure their performance and safety under various load scenarios. The document outlines modeling structural parts in STAAD Pro, evaluating structural reactions, assigning loads, and following international design codes and standards. In summary, STAAD Pro is used to design and analyze PEB framed structures to ensure safety and code compliance.
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...IRJET Journal
This document provides a review of research on innovative fiber integration methods for reinforcing concrete structures. It discusses studies that have explored using carbon fiber reinforced polymer (CFRP) composites with recycled plastic aggregates to develop more sustainable strengthening techniques. It also examines using ultra-high performance fiber reinforced concrete to improve shear strength in beams. Additional topics covered include the dynamic responses of FRP-strengthened beams under static and impact loads, and the performance of preloaded CFRP-strengthened fiber reinforced concrete beams. The review highlights the potential of fiber composites to enable more sustainable and resilient construction practices.
Survey Paper on Cloud-Based Secured Healthcare SystemIRJET Journal
This document summarizes a survey on securing patient healthcare data in cloud-based systems. It discusses using technologies like facial recognition, smart cards, and cloud computing combined with strong encryption to securely store patient data. The survey found that healthcare professionals believe digitizing patient records and storing them in a centralized cloud system would improve access during emergencies and enable more efficient care compared to paper-based systems. However, ensuring privacy and security of patient data is paramount as healthcare incorporates these digital technologies.
Review on studies and research on widening of existing concrete bridgesIRJET Journal
This document summarizes several studies that have been conducted on widening existing concrete bridges. It describes a study from China that examined load distribution factors for a bridge widened with composite steel-concrete girders. It also outlines challenges and solutions for widening a bridge in the UAE, including replacing bearings and stitching the new and existing structures. Additionally, it discusses two bridge widening projects in New Zealand that involved adding precast beams and stitching to connect structures. Finally, safety measures and challenges for strengthening a historic bridge in Switzerland under live traffic are presented.
React based fullstack edtech web applicationIRJET Journal
The document describes the architecture of an educational technology web application built using the MERN stack. It discusses the frontend developed with ReactJS, backend with NodeJS and ExpressJS, and MongoDB database. The frontend provides dynamic user interfaces, while the backend offers APIs for authentication, course management, and other functions. MongoDB enables flexible data storage. The architecture aims to provide a scalable, responsive platform for online learning.
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...IRJET Journal
This paper proposes integrating Internet of Things (IoT) and blockchain technologies to help implement objectives of India's National Education Policy (NEP) in the education sector. The paper discusses how blockchain could be used for secure student data management, credential verification, and decentralized learning platforms. IoT devices could create smart classrooms, automate attendance tracking, and enable real-time monitoring. Blockchain would ensure integrity of exam processes and resource allocation, while smart contracts automate agreements. The paper argues this integration has potential to revolutionize education by making it more secure, transparent and efficient, in alignment with NEP goals. However, challenges like infrastructure needs, data privacy, and collaborative efforts are also discussed.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.IRJET Journal
This document provides a review of research on the performance of coconut fibre reinforced concrete. It summarizes several studies that tested different volume fractions and lengths of coconut fibres in concrete mixtures with varying compressive strengths. The studies found that coconut fibre improved properties like tensile strength, toughness, crack resistance, and spalling resistance compared to plain concrete. Volume fractions of 2-5% and fibre lengths of 20-50mm produced the best results. The document concludes that using a 4-5% volume fraction of coconut fibres 30-40mm in length with M30-M60 grade concrete would provide benefits based on previous research.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...IRJET Journal
The document discusses optimizing business management processes through automation using Microsoft Power Automate and artificial intelligence. It provides an overview of Power Automate's key components and features for automating workflows across various apps and services. The document then presents several scenarios applying automation solutions to common business processes like data entry, monitoring, HR, finance, customer support, and more. It estimates the potential time and cost savings from implementing automation for each scenario. Finally, the conclusion emphasizes the transformative impact of AI and automation tools on business processes and the need for ongoing optimization.
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignIRJET Journal
The document describes the seismic design of a G+5 steel building frame located in Roorkee, India according to Indian codes IS 1893-2002 and IS 800. The frame was analyzed using the equivalent static load method and response spectrum method, and its response in terms of displacements and shear forces were compared. Based on the analysis, the frame was designed as a seismic-resistant steel structure according to IS 800:2007. The software STAAD Pro was used for the analysis and design.
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...IRJET Journal
This research paper explores using plastic waste as a sustainable and cost-effective construction material. The study focuses on manufacturing pavers and bricks using recycled plastic and partially replacing concrete with plastic alternatives. Initial results found that pavers and bricks made from recycled plastic demonstrate comparable strength and durability to traditional materials while providing environmental and cost benefits. Additionally, preliminary research indicates incorporating plastic waste as a partial concrete replacement significantly reduces construction costs without compromising structural integrity. The outcomes suggest adopting plastic waste in construction can address plastic pollution while optimizing costs, promoting more sustainable building practices.
Design and optimization of ion propulsion dronebjmsejournal
Electric propulsion technology is widely used in many kinds of vehicles in recent years, and aircrafts are no exception. Technically, UAVs are electrically propelled but tend to produce a significant amount of noise and vibrations. Ion propulsion technology for drones is a potential solution to this problem. Ion propulsion technology is proven to be feasible in the earth’s atmosphere. The study presented in this article shows the design of EHD thrusters and power supply for ion propulsion drones along with performance optimization of high-voltage power supply for endurance in earth’s atmosphere.
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Embedded machine learning-based road conditions and driving behavior monitoringIJECEIAES
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.
artificial intelligence and data science contents.pptxGauravCar
What is artificial intelligence? Artificial intelligence is the ability of a computer or computer-controlled robot to perform tasks that are commonly associated with the intellectual processes characteristic of humans, such as the ability to reason.
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Artificial intelligence (AI) | Definitio
Comparative analysis between traditional aquaponics and reconstructed aquapon...bijceesjournal
The aquaponic system of planting is a method that does not require soil usage. It is a method that only needs water, fish, lava rocks (a substitute for soil), and plants. Aquaponic systems are sustainable and environmentally friendly. Its use not only helps to plant in small spaces but also helps reduce artificial chemical use and minimizes excess water use, as aquaponics consumes 90% less water than soil-based gardening. The study applied a descriptive and experimental design to assess and compare conventional and reconstructed aquaponic methods for reproducing tomatoes. The researchers created an observation checklist to determine the significant factors of the study. The study aims to determine the significant difference between traditional aquaponics and reconstructed aquaponics systems propagating tomatoes in terms of height, weight, girth, and number of fruits. The reconstructed aquaponics system’s higher growth yield results in a much more nourished crop than the traditional aquaponics system. It is superior in its number of fruits, height, weight, and girth measurement. Moreover, the reconstructed aquaponics system is proven to eliminate all the hindrances present in the traditional aquaponics system, which are overcrowding of fish, algae growth, pest problems, contaminated water, and dead fish.