This document outlines the construction activities and process for a building project over 4 weeks. Week 1 involves site setting and clearance activities over 5 days. Week 2 consists of excavation and earth works for 5 days. Week 3 focuses on pile boring and reinforcement installation for grid areas a-c over 6 days. Week 4 continues pile boring and reinforcement installation, this time for grid areas e-j, also taking 6 days. Each activity lists the duration, materials, equipment, workers, and technical details required to complete the tasks on schedule.
The document outlines the construction process for a building over 10 weeks. It details the activities, duration, materials, equipment, workers and technical information for each week. In week 1, survey work is done to examine the site conditions. In weeks 2-3, site clearing and soil excavation occurs. Earthworks and site layout is done in week 4. Piling, pile capping and stump construction happens from weeks 5-8. Ground beams and floor slabs are built in weeks 9-10. Columns and first floor beams are constructed in weeks 11-13.
The document outlines a 15-week construction project. It details the various construction activities that will take place each week, including grading, earthworks, piling, foundation works, and work on the ground floor and first floor. Key activities include installing rebar, pouring concrete, setting formwork, and construction of beams, slabs, columns, walls and staircases. The document provides details of duration, materials, equipment, workers and technical information for each construction activity.
The document outlines a 29-week construction schedule for a building project. It details the various construction activities that will take place each week, including earthworks, piling, formwork, concrete works, services installation, and brickwork. Key activities involve site clearing, excavation, piling, pile caps and foundations, ground beams and slabs on the ground floor, first floor and second floor, with columns and staircases also constructed. The schedule provides information on duration, materials, equipment, workers and technical details for each construction activity across the 29 weeks.
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.
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.
The document provides information on the typical stages of construction for a building project, including conception of the scheme, site investigation, designs, drawings and estimating, preparation of specifications, procurement of materials, supervision, and preparation of a time schedule. It discusses the stages in more detail, including site clearance, demarcation, positioning of the central coordinate, surveying and layout. It also describes the sequences and procedures for substructure elements like foundations (shallow and deep), grade beams, and superstructure elements like columns, beams and slabs, brickwork, and finishing work. Reinforcement practices and requirements for concrete mixing are also outlined.
Heavy Construction Equipment Productivity SSudhaVelan
1) Construction equipment productivity refers to the time equipment is productively working, and higher productivity means tasks can be completed more efficiently. Poor productivity increases unexpected costs and budget overruns.
2) The document provides productivity rates for various pieces of heavy construction equipment processing different materials, such as a 32-ton bulldozer moving 83 cubic meters of earth per hour.
3) It also lists factors that affect productivity like rework, lack of experience, and regulatory delays, and provides tips to maximize productivity like regular maintenance, trained operators, and following safety guidelines.
The document discusses various types of construction contracts including: lump sum contracts where the owner pays a specified amount upon completion; cost plus contracts where the owner pays the contractor's documented costs plus an additional fee; and integrated contracts where a single contractor is responsible for design and construction like design-build or turnkey contracts. Management contracts involve appointing a contractor to coordinate other subcontractors. Measurable and item rate contracts establish payment based on physical measurements or rates for units of work.
The document outlines the construction process for a building over 10 weeks. It details the activities, duration, materials, equipment, workers and technical information for each week. In week 1, survey work is done to examine the site conditions. In weeks 2-3, site clearing and soil excavation occurs. Earthworks and site layout is done in week 4. Piling, pile capping and stump construction happens from weeks 5-8. Ground beams and floor slabs are built in weeks 9-10. Columns and first floor beams are constructed in weeks 11-13.
The document outlines a 15-week construction project. It details the various construction activities that will take place each week, including grading, earthworks, piling, foundation works, and work on the ground floor and first floor. Key activities include installing rebar, pouring concrete, setting formwork, and construction of beams, slabs, columns, walls and staircases. The document provides details of duration, materials, equipment, workers and technical information for each construction activity.
The document outlines a 29-week construction schedule for a building project. It details the various construction activities that will take place each week, including earthworks, piling, formwork, concrete works, services installation, and brickwork. Key activities involve site clearing, excavation, piling, pile caps and foundations, ground beams and slabs on the ground floor, first floor and second floor, with columns and staircases also constructed. The schedule provides information on duration, materials, equipment, workers and technical details for each construction activity across the 29 weeks.
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.
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.
The document provides information on the typical stages of construction for a building project, including conception of the scheme, site investigation, designs, drawings and estimating, preparation of specifications, procurement of materials, supervision, and preparation of a time schedule. It discusses the stages in more detail, including site clearance, demarcation, positioning of the central coordinate, surveying and layout. It also describes the sequences and procedures for substructure elements like foundations (shallow and deep), grade beams, and superstructure elements like columns, beams and slabs, brickwork, and finishing work. Reinforcement practices and requirements for concrete mixing are also outlined.
Heavy Construction Equipment Productivity SSudhaVelan
1) Construction equipment productivity refers to the time equipment is productively working, and higher productivity means tasks can be completed more efficiently. Poor productivity increases unexpected costs and budget overruns.
2) The document provides productivity rates for various pieces of heavy construction equipment processing different materials, such as a 32-ton bulldozer moving 83 cubic meters of earth per hour.
3) It also lists factors that affect productivity like rework, lack of experience, and regulatory delays, and provides tips to maximize productivity like regular maintenance, trained operators, and following safety guidelines.
The document discusses various types of construction contracts including: lump sum contracts where the owner pays a specified amount upon completion; cost plus contracts where the owner pays the contractor's documented costs plus an additional fee; and integrated contracts where a single contractor is responsible for design and construction like design-build or turnkey contracts. Management contracts involve appointing a contractor to coordinate other subcontractors. Measurable and item rate contracts establish payment based on physical measurements or rates for units of work.
This document discusses site possession under construction contracts. It defines site and possession, and outlines the contractor's rights and obligations regarding site possession. Some key points:
- The contractor has the right to enter, occupy, and use the site from the possession date until completion to carry out the works. Possession allows exclusive use of the site as needed to construct the works.
- The contractor must inspect the site before submitting their tender to understand site conditions. They are responsible for all information affecting their tender.
- The employer must give possession by the stated date to allow the contractor to start work. This is usually 2 weeks after contract award. The contractor must then commence and diligently proceed with the works to the
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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 provides a 57-week schedule for the construction of a building with two floors. It outlines the key activities and timeframes for site preparation, foundation work including piling and pile capping, installation of ground beams and ground floor slab, and work on the first and second floors including slabs, columns, beams, walls and finishes. Construction begins with site surveys, mobilization of equipment, and earthworks. Foundation works include piling over several weeks followed by leveling of piles, pile capping and construction of stumps. Ground beams and the ground floor slab are then installed over multiple weeks before work begins on the upper floors, repeating slab, column, beam and wall construction along with electrical, plumbing and finishing
Formwork is used to shape and support concrete until it gains strength. It can be made from various materials like timber, plywood, steel, aluminum, and plastics. Timber was traditionally most common but other materials are increasingly used. Different types of formwork exist for walls, slabs, columns, etc. Proper formwork construction involves propping, shuttering, providing chambers, cleaning, and surface treatment. Formwork must be removed carefully in the proper sequence once the concrete has gained enough strength. The type of material used depends on factors like cost, availability, and need for reuse.
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.
Projek Cekap (M) Sdn. Bhd. has provided spun pile foundation services for construction projects in Malaysia since its incorporation. They install pretensioned spun concrete piles, which transfer structural loads through the ground to stable soil or bedrock. The piling process involves assembling a circular steel reinforcement cage, placing it in a cylindrical mold, pumping concrete into the mold, spinning and curing the concrete, then transporting and installing the finished pile using machinery. Spun piles can be easily joined as needed for depth and provide a stable foundation even in loose soils or sloping areas.
Serviceability limit states refer to how structures perform under normal loads and consider how structures are used. Serviceability looks at deflections, cracks, vibrations, surface deterioration, and corrosion that don't cause collapse but make structures unfit for use. Periodic inspections of existing buildings should be implemented to identify structural defects, distress, material deterioration, overloading, and unauthorized work to avoid disaster and extend a structure's typical 50-year service life through repairs and maintenance. As-built drawings are important for engineers to properly assess structures.
This seminar was part of the Bar Council practical construction law series presented by the Construction Law Committee to practitioners. It covers the topic of payments and common issues arising in the construction industry.
The document describes the typical process for construction projects, which involves several key stages:
1) A need is identified, initial plans are developed, and a designer is selected.
2) Conceptual and final designs are created along with cost estimates. Bids are solicited from contractors.
3) A contractor is selected and construction begins according to the project plans.
4) Once completed, the facility is used and maintained over its lifespan.
This method statement provides instructions for repairing honeycombs in concrete structures. It outlines the materials needed, including epoxy, grout and microconcrete. It describes mobilizing the workforce and equipment. The method statement then details the procedures for surface preparation, identifying shallow or deep honeycombs, forming deep repairs, mixing materials, placing grout, and curing. Quality control measures include inspections according to approved test plans and checklists. Safety responsibilities are also assigned. The method statement aims to ensure repairs are completed according to project specifications, standards and health and safety requirements.
This document estimates the costs for excavation work, lean concrete, hardcore, and concrete work below the lowest floor level of a building. It includes calculations for the material and labor costs to excavate to reduce the ground level, excavate pits for pad footings and stumps, and excavate trenches for ground beams. It also includes cost estimates for lean concrete screeds under pad footings, ground beams, and the ground floor slab, as well as hardcore under these elements. Finally, it provides cost calculations for vibrated reinforced concrete in pad footings, column stumps, ground beams, and concrete beds at different thicknesses. The estimates are based on material quantities and unit rates, with allowances made for labor costs,
Building work method statement cm - ms- bw - 001Minh Bui Si
This document provides a method statement for building construction works for the Cai Mep International Container Terminal project. It outlines the scope of works, reference documents, construction procedures and quality control measures. The construction work will involve earthworks, piling, reinforced concrete works, structural steelworks, architectural works and M&E installations. Procedures are provided for excavation, backfilling, pile driving, concrete works and other construction activities. Quality control measures include material inspections and testing to ensure compliance with specifications.
This document discusses the selection of construction equipment. It begins by outlining the importance of efficiently using labor, materials, and equipment for good project management. The selection of equipment type and size can impact productivity. The document then covers types of earthmoving, concreting, and hoisting equipment and factors to consider for selection like site conditions, output requirements, and economic considerations. Selection depends on balancing multiple technical and cost factors for optimal results.
Assessment and rehabilitation technique of fire damaged structuresMohammed Faazil
This document discusses the assessment and rehabilitation of concrete structures affected by fire. It begins by introducing how concrete behaves when exposed to high temperatures during a fire. It then covers: assessing the damage to non-structural elements, utilities, and structural members through visual inspection and field/laboratory testing; common rehabilitation techniques like fiber reinforced polymer jacketing, concrete jacketing, and steel jacketing; and concludes that a systematic assessment is needed to determine appropriate repairs.
The document summarizes different techniques for retaining deep excavations, including contiguous piles, secant piles, sheet piling, diaphragm walls, soldier piles with lagging, and presents case studies of their use. It discusses techniques such as contiguous piles with soil anchors used for the IT Tower Lahore project requiring excavation to a depth of 65 feet, and contiguous piling with 9 layers of anchors for the Alamgir Tower Lahore project requiring excavation to 85 feet. It also summarizes the use of slurry walls for the large Washington Convention Center project requiring excavation up to 55 feet deep.
DIFFERENCE BETWEEN CONTRACT FORM JKR 203A & PAMAnep Botak
The document compares differences between the JKR 203A and PAM forms of construction contracts. The key differences are:
- JKR 203A is used for public sector projects while PAM is used for private sector projects. PAM only covers building works while JKR covers all engineering works.
- The period for honoring interim certificates is 30 days for JKR 203A and 21 days for PAM 2006.
- The PAM 2006 contract, unlike previous versions and JKR 203A, contains provisions allowing contractors to suspend work if they face delayed or non-payment from the employer.
This document provides an overview of earthwork planning, design, guidelines and regulatory requirements for a Bachelor of Civil Engineering course. It discusses definitions of earthwork, typical types of earthworks projects and problems associated with earthworks. It also outlines the objectives and content for the course, which will cover earthwork masterplanning, preliminary design, detail design, regulatory approvals, construction and post-construction stages. Design considerations like drainage, soil conditions, flood levels and slope stability are addressed. Methods for volume calculations and balancing cut and fill volumes are also summarized.
The document discusses steel formwork used for constructing concrete structures. Steel formwork consists of panels made from steel plates reinforced with steel angles. It has advantages over wooden formwork like strength, durability, and producing a smooth concrete surface. The time required to remove formwork depends on factors like cement type and weather conditions. Steel formwork requires maintenance like leveling plates but can be reused numerous times on projects.
The document outlines the key stages of construction for a building project, including:
1. Site works such as clearing, setting out boundaries, and establishing datum levels.
2. Accommodation, storage, and security provisions like fencing and hoardings.
3. The typical order of construction stages such as excavation, foundations, framing, and finishes.
The document summarizes the construction process observed at a construction site visited by the authors. It describes the site location and type of buildings being constructed. Safety measures at the site include signage and required protective equipment. Various plants and machinery used at different stages are discussed, including excavators, backhoes, cranes and concrete mixers. Foundations works involving piling and excavations are mentioned.
This document discusses site possession under construction contracts. It defines site and possession, and outlines the contractor's rights and obligations regarding site possession. Some key points:
- The contractor has the right to enter, occupy, and use the site from the possession date until completion to carry out the works. Possession allows exclusive use of the site as needed to construct the works.
- The contractor must inspect the site before submitting their tender to understand site conditions. They are responsible for all information affecting their tender.
- The employer must give possession by the stated date to allow the contractor to start work. This is usually 2 weeks after contract award. The contractor must then commence and diligently proceed with the works to the
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 provides a 57-week schedule for the construction of a building with two floors. It outlines the key activities and timeframes for site preparation, foundation work including piling and pile capping, installation of ground beams and ground floor slab, and work on the first and second floors including slabs, columns, beams, walls and finishes. Construction begins with site surveys, mobilization of equipment, and earthworks. Foundation works include piling over several weeks followed by leveling of piles, pile capping and construction of stumps. Ground beams and the ground floor slab are then installed over multiple weeks before work begins on the upper floors, repeating slab, column, beam and wall construction along with electrical, plumbing and finishing
Formwork is used to shape and support concrete until it gains strength. It can be made from various materials like timber, plywood, steel, aluminum, and plastics. Timber was traditionally most common but other materials are increasingly used. Different types of formwork exist for walls, slabs, columns, etc. Proper formwork construction involves propping, shuttering, providing chambers, cleaning, and surface treatment. Formwork must be removed carefully in the proper sequence once the concrete has gained enough strength. The type of material used depends on factors like cost, availability, and need for reuse.
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.
Projek Cekap (M) Sdn. Bhd. has provided spun pile foundation services for construction projects in Malaysia since its incorporation. They install pretensioned spun concrete piles, which transfer structural loads through the ground to stable soil or bedrock. The piling process involves assembling a circular steel reinforcement cage, placing it in a cylindrical mold, pumping concrete into the mold, spinning and curing the concrete, then transporting and installing the finished pile using machinery. Spun piles can be easily joined as needed for depth and provide a stable foundation even in loose soils or sloping areas.
Serviceability limit states refer to how structures perform under normal loads and consider how structures are used. Serviceability looks at deflections, cracks, vibrations, surface deterioration, and corrosion that don't cause collapse but make structures unfit for use. Periodic inspections of existing buildings should be implemented to identify structural defects, distress, material deterioration, overloading, and unauthorized work to avoid disaster and extend a structure's typical 50-year service life through repairs and maintenance. As-built drawings are important for engineers to properly assess structures.
This seminar was part of the Bar Council practical construction law series presented by the Construction Law Committee to practitioners. It covers the topic of payments and common issues arising in the construction industry.
The document describes the typical process for construction projects, which involves several key stages:
1) A need is identified, initial plans are developed, and a designer is selected.
2) Conceptual and final designs are created along with cost estimates. Bids are solicited from contractors.
3) A contractor is selected and construction begins according to the project plans.
4) Once completed, the facility is used and maintained over its lifespan.
This method statement provides instructions for repairing honeycombs in concrete structures. It outlines the materials needed, including epoxy, grout and microconcrete. It describes mobilizing the workforce and equipment. The method statement then details the procedures for surface preparation, identifying shallow or deep honeycombs, forming deep repairs, mixing materials, placing grout, and curing. Quality control measures include inspections according to approved test plans and checklists. Safety responsibilities are also assigned. The method statement aims to ensure repairs are completed according to project specifications, standards and health and safety requirements.
This document estimates the costs for excavation work, lean concrete, hardcore, and concrete work below the lowest floor level of a building. It includes calculations for the material and labor costs to excavate to reduce the ground level, excavate pits for pad footings and stumps, and excavate trenches for ground beams. It also includes cost estimates for lean concrete screeds under pad footings, ground beams, and the ground floor slab, as well as hardcore under these elements. Finally, it provides cost calculations for vibrated reinforced concrete in pad footings, column stumps, ground beams, and concrete beds at different thicknesses. The estimates are based on material quantities and unit rates, with allowances made for labor costs,
Building work method statement cm - ms- bw - 001Minh Bui Si
This document provides a method statement for building construction works for the Cai Mep International Container Terminal project. It outlines the scope of works, reference documents, construction procedures and quality control measures. The construction work will involve earthworks, piling, reinforced concrete works, structural steelworks, architectural works and M&E installations. Procedures are provided for excavation, backfilling, pile driving, concrete works and other construction activities. Quality control measures include material inspections and testing to ensure compliance with specifications.
This document discusses the selection of construction equipment. It begins by outlining the importance of efficiently using labor, materials, and equipment for good project management. The selection of equipment type and size can impact productivity. The document then covers types of earthmoving, concreting, and hoisting equipment and factors to consider for selection like site conditions, output requirements, and economic considerations. Selection depends on balancing multiple technical and cost factors for optimal results.
Assessment and rehabilitation technique of fire damaged structuresMohammed Faazil
This document discusses the assessment and rehabilitation of concrete structures affected by fire. It begins by introducing how concrete behaves when exposed to high temperatures during a fire. It then covers: assessing the damage to non-structural elements, utilities, and structural members through visual inspection and field/laboratory testing; common rehabilitation techniques like fiber reinforced polymer jacketing, concrete jacketing, and steel jacketing; and concludes that a systematic assessment is needed to determine appropriate repairs.
The document summarizes different techniques for retaining deep excavations, including contiguous piles, secant piles, sheet piling, diaphragm walls, soldier piles with lagging, and presents case studies of their use. It discusses techniques such as contiguous piles with soil anchors used for the IT Tower Lahore project requiring excavation to a depth of 65 feet, and contiguous piling with 9 layers of anchors for the Alamgir Tower Lahore project requiring excavation to 85 feet. It also summarizes the use of slurry walls for the large Washington Convention Center project requiring excavation up to 55 feet deep.
DIFFERENCE BETWEEN CONTRACT FORM JKR 203A & PAMAnep Botak
The document compares differences between the JKR 203A and PAM forms of construction contracts. The key differences are:
- JKR 203A is used for public sector projects while PAM is used for private sector projects. PAM only covers building works while JKR covers all engineering works.
- The period for honoring interim certificates is 30 days for JKR 203A and 21 days for PAM 2006.
- The PAM 2006 contract, unlike previous versions and JKR 203A, contains provisions allowing contractors to suspend work if they face delayed or non-payment from the employer.
This document provides an overview of earthwork planning, design, guidelines and regulatory requirements for a Bachelor of Civil Engineering course. It discusses definitions of earthwork, typical types of earthworks projects and problems associated with earthworks. It also outlines the objectives and content for the course, which will cover earthwork masterplanning, preliminary design, detail design, regulatory approvals, construction and post-construction stages. Design considerations like drainage, soil conditions, flood levels and slope stability are addressed. Methods for volume calculations and balancing cut and fill volumes are also summarized.
The document discusses steel formwork used for constructing concrete structures. Steel formwork consists of panels made from steel plates reinforced with steel angles. It has advantages over wooden formwork like strength, durability, and producing a smooth concrete surface. The time required to remove formwork depends on factors like cement type and weather conditions. Steel formwork requires maintenance like leveling plates but can be reused numerous times on projects.
The document outlines the key stages of construction for a building project, including:
1. Site works such as clearing, setting out boundaries, and establishing datum levels.
2. Accommodation, storage, and security provisions like fencing and hoardings.
3. The typical order of construction stages such as excavation, foundations, framing, and finishes.
The document summarizes the construction process observed at a construction site visited by the authors. It describes the site location and type of buildings being constructed. Safety measures at the site include signage and required protective equipment. Various plants and machinery used at different stages are discussed, including excavators, backhoes, cranes and concrete mixers. Foundations works involving piling and excavations are mentioned.
The document outlines the process and components involved in constructing foundations for buildings, including excavating the soil, installing steel reinforcement bars, pouring concrete to form walls and footings, and underpinning existing foundations. Foundation systems must support and anchor the building, transmit loads to the ground, and resist various forces and movements. Proper design and construction of foundations are necessary to prevent differential settlement issues.
The document discusses various aspects of a construction project, including:
1. An introduction to the group members assigned to different sections of the project.
2. Details about the site location, developer, architect, contractor, and timeline of the project.
3. Explanations and photos of the external works including signage, site boundary, shelters, earthworks, drainage, sloping, and landscaping.
4. Descriptions of the different foundation types used - pile foundation, raft foundation, and stepped raft foundation. The construction processes for each foundation type are explained based on site visits.
5. A brief introduction to the superstructure section.
The document reports on the construction of three sites - a fire station in Kuala Lumpur, an eco-friendly mosque in Cyberjaya, and terrace houses in Klang. It introduces the projects, provides an overview of each site, and discusses site safety precautions, machinery and equipment used, site preparation processes, and various construction stages. Photos are included to illustrate the different elements discussed in the report.
We are also known as green smart and environment friendly builders in the area of Victoria and make available beautiful homes located in the area of Victoria.
Internship Report on Building ConstructionEsmael Aragaw
K2N Architecture and Engineering Consultancy PLC is an Ethiopian consulting firm providing architectural, engineering, and project management services. The company aims to provide quality services that exceed client expectations while adhering to high technical and ethical standards. K2N has experience on various project types both in Ethiopia and internationally. The document provides details on K2N's vision, mission, values, organizational structure, management, areas of expertise, and example projects.
project on construction of house report.Hagi Sahib
The document provides details of a project to construct a house including the project charter, scope, schedule, and resources. The project has defined activities to construct the house over a 1 year period within a budget of Rs. 14,365,047. Key stakeholders include the customer Mr. Ali Hamza and supplier vendors. The project manager developed a work breakdown structure and activity list to plan and track the house construction.
The document discusses building construction and materials. It covers why buildings are needed, the constraints and code regulations for construction, the typical construction process from planning to evaluation, how loads are imposed on buildings and transferred through structural elements like beams, columns, walls and connections, basic building components, and common construction materials including wood, steel, concrete, masonry and cement. Forces from loads must be delivered to the foundation for structural integrity.
Sequence of general works of building constructionChelluri Srihari
The document is about a civil engineering project or study. It was written by S.v.v.k.babu, who works in the civil engineering department. No other details are provided in the 3 line document.
1. Superstructure construction includes column, beam, floor, wall and roof located above ground level. Materials used are timber, steel and concrete.
2. Timber floor construction involves plank wood supported by timber joists and beams. Reinforced concrete uses column and beam construction with formwork, steel bar installation and concrete pouring.
3. Load bearing walls support loads and transfer to foundation, with minimum thickness of one brick. Non-load bearing walls only support own weight and are half brick thickness.
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
1. The document discusses various aspects of constructing substructures or foundations, including site clearance, job layout, excavation methods, timbering and strutting, and different types of foundations.
2. Shallow foundations discussed include stepped foundations, wall footings, reinforced concrete footings, isolated and combined column footings, and raft foundations.
3. Deep foundations include different types of piles as well as well foundations and cofferdams. Piles are further classified based on their function as bearing, friction, sheet, anchor, batter, and fender piles.
3. construction planning. construction project managementKabilan Kabi
This document discusses project time management for construction projects. It covers defining and sequencing activities, estimating activity durations and resources, developing a schedule, and schedule control. Key aspects include identifying specific schedule activities and their dependencies; estimating time, resources, and durations for each activity; analyzing the activity sequences and constraints to create a project schedule; and controlling changes to the schedule. The goal is to ensure timely completion of the project through effective planning, scheduling, tracking, and control of the time management processes.
This is a Power Point Presentation discussing briefly about the Slab, Beam & Column of a building construction. It was presented on 6th March, 2014 as part of the Presentations of the subject: DETAILS OF CONSTRUCTION, at Ahsanullah University of Science & Technology (AUST)
Contact our business manager Lloyd Cassidy and see the builders display home to see the kind of development bushfire resistant work we do in Bendigo, Geelong, and Horsham.
The document describes the construction process for columns, slabs, and beams in reinforced concrete structures. It discusses the materials used and the typical steps involved, which include:
1) Layout and formwork installation
2) Placement of reinforcing steel based on structural designs
3) Pouring and finishing of concrete
4) Curing of concrete to gain full strength over 28 days
The columns transfer loads vertically through reinforced concrete that is mixed on site or delivered by ready-mix trucks. Slabs and beams are constructed through similar processes of steel reinforcement, formwork, concrete placement and curing.
This document outlines the process and steps for construction cost estimating. It begins by defining estimating and differentiating it from calculation. It then describes the key steps in the estimating process: planning and scheduling, project study and data collection, preparing method statements, assessing resource outputs, and calculating direct, overhead and total costs. The document provides examples of calculating labor, equipment and material rates. It also discusses different estimating methods and includes an example cost estimate calculation for a bridge project.
Hotel Construction Report GLOBAL_February16Luisa Klein
This document appears to be from TOPHOTELPROJECTS and contains information about hotel development projects globally. Some key details include:
- There are over 5,600 hotel projects in the global pipeline representing over 1.2 million rooms.
- The largest regions by number of projects are Asia Pacific, Europe, and the Middle East. The largest countries are China, Russia, Germany, the UK and USA.
- The top 10 cities by number of projects are Dubai, New York, London, Shanghai, Riyadh, Miami, Doha, Sanya, Chengdu, and Chicago.
- The major hotel brands involved in these projects are Marriott, Hilton, I
Building Construction: Experiencing ConstructionJoyce Wee
The document provides information about a low density housing development called Ramal Villa located in Kajang, Malaysia. It consists of 71 units including single detached homes and semi-detached homes. The development emphasizes modern design with flat roofs and simple facades. Each unit also has a rooftop garden. The site is well connected to major highways near LDP and Sungai Besi Highway, making it easily accessible. The document includes a location plan and site plan showing the layout of the different housing types.
This document outlines the construction activities and processes over 17 weeks for a building construction project. It details the site clearance, excavation, pile boring and reinforcement installation, pile filling, pile cap construction, ground beam construction, ground floor slab construction, and first floor beam, slab and column construction. Key activities include setting boundaries, safety signage, excavation, pile installation, reinforcement, formwork, concrete pouring and curing. The schedule provides duration, materials, equipment, workers and technical details for each stage of work.
This document outlines the construction process and activities for building a three storey bungalow over 26 weeks. It involves earthworks, piling, pile caps, ground beams, columns, ground floor slab, first floor slab, second floor slab, and beams on each level. Key activities include setting up formwork, pouring and curing concrete, installing reinforcement, and dismantling forms. Various equipment, materials, workers and durations are required for each construction step.
The document summarizes a project to construct an anchored secant pile wall alongside a highway and neighboring properties to stabilize an area affected by a mine subsidence. Key details include that 109 overlapping concrete caissons ranging from 4-20m deep were drilled and reinforced with steel beams to form the wall. Challenges arose from inaccurate bedrock information that required caissons to be drilled deeper than anticipated, increasing steel needs. Through tracking systems and stockpiled inventory, solutions were found to acquire necessary materials and limit downtime to complete the project on schedule. The document emphasizes that contingency planning is crucial given uncertainties and that organization is key to managing challenges that arise and keeping projects on track.
This document provides details about the construction of a 20 km long and 10 m wide peripheral road along the Balsamand Distributory in Hisar, Haryana, India. The project includes clearing and grubbing of the site, construction of embankments, subgrade work, and paving with wet mix macadam and bituminous concrete. Construction is being carried out by Marshal Developer Infrastructure Pvt. Ltd. for the Public Works Department of Haryana at a cost of Rs. 3089.83 lakhs. The document further gives details about the scope and methodology for various construction activities.
This document provides an update on the Design, Construction, Testing & Commissioning of Strategic Reservoirs project in Faisaliah, Jeddah. Key details include:
- Excavation for Tank #1 is 50% complete
- Soil improvement is finished for Tank #3 and approved for Tanks 2 & 4
- Foundation, wall, and piping designs are under review or revision
- 394 workers and 76 pieces of equipment are on site to complete the work
- The project completion date was extended by 9 months to April 23, 2016.
This document provides an overview of various types of construction equipment, including their classification and uses. It discusses earth moving equipment such as power shovels, backhoes, draglines, and clam shells. Factors affecting the selection of different earth moving equipment are outlined. Other equipment covered include motor graders, scrapers, bull dozers, tractors, rollers, pile driving equipment, and their applications in construction projects. Diagrams and pictures are included to illustrate the components and operation of the major earth moving machinery.
This document provides an overview of various types of construction equipment, including their classification and uses. It discusses earth moving equipment such as power shovels, backhoes, draglines, and clam shells. It also covers compacting equipment like smooth wheel rollers, sheep-foot rollers, and pneumatic tired rollers. Additional equipment covered include pile driving rigs and their uses in transferring surface loads into the ground. The document aims to classify and explain the purpose and functioning of many important pieces of machinery used in construction projects.
This document provides details about an internship presentation on a residential construction project called Brigade Lakefront in Bangalore, India. It summarizes the project details including the client, contractor, architects involved and the scope of constructing residential towers. It then outlines contract details such as the letter of intent date, contract value, completion period and payment terms. Finally, it describes some of the intern's activities during the training including analyzing concrete pour delays, pump efficiencies, and learning about quality control processes.
This document provides details about a housing project in Islamabad, Pakistan. It includes information about the materials used, construction equipment, tests performed, and the construction process. The project involves building commercial and residential units over 5 floors. Tests conducted on site include field density tests to check soil compaction, slump tests to check concrete workability, and cube tests to check concrete strength. The construction process involves excavation, compaction, foundation work, erecting columns and beams, and pouring slabs.
Saked Tech engineering company LTD provides project engineering and management services. Ron Mandelbaum has over 30 years of experience supervising large infrastructure projects including landfills, recycling plants, and industrial facilities. Some of the major projects he has managed involve earthworks, concrete structures, waste processing equipment installation, and coordinating international teams.
This document provides a method statement for excavation work for the Dasherkandi Sewage Treatment Plant project. It outlines the organization responsibilities, resources, excavation methods, safety measures, and quality plan. The excavation work will be done using excavators, wheel loaders, and trucks. Proper surveying and setting out will be conducted before excavation. Excavated material will be temporarily stored and later used for backfilling. Safety measures like guard rails and toolbox talks will be implemented. Quality control will conform to the project's approved quality plan.
This document provides a summary of Jha Ajachi Radhakrishna Binod's professional experience and qualifications. It details his previous roles as a Construction Manager and Assistant Manager, outlining his responsibilities and achievements. These included commissioning projects, developing cost and quality strategies, and ensuring safety standards. It also lists his education qualifications including a B.Tech in Civil Engineering and academic projects involving concrete cracking and trenchless tunneling. His software skills and extracurricular activities developing an advanced robotic arm are highlighted.
The document provides a final presentation on improving quality and productivity in the construction of telecom towers. It identifies key issues with current construction practices such as poor quality, cost overruns, and delays. The objectives are to study contracting procedures and suggest productivity improvements. Site visits found issues with materials, formwork, soil conditions, concrete, labor, and management. Process mapping is applied to identify processes for improvement like material staging. Suggestions include better supervision, equipment use, and safety practices.
This document summarizes the construction of a G+2 residential building project in Djibouti. It discusses the company undertaking the project, the traditional delivery method and fixed-price contract being used. It then outlines the project scheduling and management, including why scheduling is important, determining activity durations, and using activity references and crashing to optimize the schedule. Finally, it discusses safety and quality control measures, including reinforcement, formwork, elevation, and concrete controls.
101025 Excellence in Exc Planning Presentation E HeilandErik Heiland
The document describes the excavator planning process at Drayton Mine in Australia. It involves 8 steps: 1) mine activity design, 2) 16 week schedule, 3) monthly operating plan design review, 4) MOP delivery plan meeting, 5) excavator plan sign off process, 6) weekly plan process and pack, 7) daily pit communication, and 8) dig area reviews. The comprehensive process focuses on long-term and short-term planning, communication, and continuous improvement to efficiently uncover coal while ensuring safety.
INDUSTRIAL TRAINING PRESENTATION FOR CIVIL ENGINEERING Ram1239
The document provides details about a married accommodation project in Phase II of Jalandhar Cantt, India. It includes information such as the number and locations of dwelling units, site plans, construction steps, project resources and materials. Specifically, it summarizes the construction of 528 dwelling units in Pocket G, including details of the raft foundation, columns, beams, slabs, stairs and other structures. Tests on materials like slump tests and aggregate grading are also described.
This document summarizes a site visit report from a student studying quantity surveying. The report provides an introduction to the site visit of a residential housing development. It describes the objectives of the integrated assignment involving the site visit. The report then gives technical observations of pad footing construction including setting out, excavation, formwork, reinforcement, and concrete. General site observations are also provided on building materials, formwork, equipment, services, accommodations, and safety arrangements. The conclusion reflects on the learning benefits of a physical site visit compared to theoretical classroom learning.
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Construction activities and Process
1.
BUILDING
CONSTRUCTION
1
Project
2:
Construction
Activities
and
Process
Ibrahim
Adhnan
0314694
2. 2
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
1
Construction
Activity1:
Site
Setting
and
Site
Clearance
Duration:
5
days
Materials:
Steel
Fencing
Equipment:
Excavator,
Bump
Truck,
Dozer,
Chain
Saw,
Survey
Equipment
Skilled
Worker:
5
General
Workers,
2
Truck/Dozer
Operators
Technical
Information:
• Prior
to
the
commencement
of
the
site
clearing
Contractor
shall
establish
the
site
boundary
• Contractor
shall
erect
sufficient
safety
sign
to
notify
public
on
the
construction
activities
shall
any
need
arise.
• Contractor
shall
also
submit
their
proposed
dumping
site
for
approval
prior
to
site
clearing
to
the
superintending
officer
3. 3
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
2
Construction
Activity
2:
Excavation
and
Earth
Works
Duration:
5
days
Materials:
Natural
Soil
Equipment:
Excavator,
Pay
loader,
Six
Wheel
Truck,
Bob
Cat,
Shovel,
Meter
Tape
Skilled
Worker:
5
General
Workers,
Truck
Driver,
Excavator
Operator
Technical
Information:
• The
area
to
be
excavated
shall
be
properly
mark
and
clear
before
starting
the
works
• The
depth
of
excavation
shall
be
periodically
checked
by
a
surveyor
to
avoid
over
excavation
4. 4
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
3
Construction
Activity:
Pile
boring
and
reinforcement
installation
(Grid
a-‐c)
Duration:
6
days
Materials:
Steel
Bore,
Reinforcement
bar,
bar
bender
Equipment:
Rebar
Bending
machine,
Boring
Machine
Skilled
Worker:
5
General
Workers,
Boring
Machine
Operator,
Bar
Bending
Machine
Technical
Information:
• Survey
and
record
the
existing
ground
level
at
each
pile
location.
• Refer
to
the
reference
points
in
drawings
5. 5
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
4
Construction
Activity
1:
Pile
boring
and
reinforcement
installation
(Grid
e-‐j)
Duration:
6
days
Materials:
Steel
Bore,
Reinforcement
bar,
bar
bender
Equipment:
Rebar
Bending
machine,
Boring
Machine
Skilled
Worker:
5
General
Workers,
Boring
Machine
Operator,
Bar
Bending
Machine
Technical
Information:
• Survey
and
record
the
existing
ground
level
at
each
pile
location.
• Refer
to
the
reference
points
in
drawings
• The
reinforcement
cage
will
be
fabricated
in
lay-‐down
sections
• type
and
size
of
the
steel
cage
will
be
according
to
drawings
6. 6
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
5
Construction
Activity
:
Pile
Filling
Duration:
6
days
Materials:
Concrete
Equipment:
Concrete
mixer,
Concrete
dispenser,
Concrete
vibrator
Skilled
Worker:
5
General
Workers
Technical
Information:
• The
self-‐compacting
mixed
concrete
will
be
discharged
through
a
tremie
pipe,
which
is
lowered
centrally
to
the
bottom
of
the
bored
hole
prior
to
filling
it
with
concrete.
• All
completed
piles
shall
be
temporarily
barricaded
and
to
be
backfilled
to
ground
level
with
a
suitable
material
the
next
day.
7. 7
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
6
Construction
Activity
1:
Pile
Cap
construction
(Grid
a-‐g)
Duration:
5
days
Materials:
Concrete,
Reinforcement,
Timber
formwork
Equipment:
Bar
Bending
Machine,
Saw,
Vibrating
Machine,
Concrete
Mixer
Skilled
Worker:
3
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
• Formwork
is
erected
according
to
the
design
• Fix
pile
cap
reinforcement
in
the
framework
• Apply
sufficient
vibration
• Pile
caps
distributes
the
load
from
the
above
structure
evenly
through
to
the
piles
below.
8. 8
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
7
Construction
Activity
2:
Stump
on
Pile
Cap
Duration:
5
days
Materials:
Concrete,
Reinforcement,
Timber
formwork
Equipment:
Bar
Bending
Machine,
Saw,
Vibrating
Machine
Skilled
Worker:
3
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
• To
realign
the
level
of
the
substructure
to
ensure
the
ground
floor
and
corresponding
floors
are
level
Construction
Activity
1:
Pile
Cap
construction
(grid
h)
Duration:
5
days
Materials:
Concrete,
Reinforcement,
Timber
formwork
Equipment:
Bar
Bending
Machine,
Saw,
Vibrating
Machine,
Concrete
Mixer
Skilled
Worker:
3
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
• Formwork
is
erected
according
to
the
design
• Fix
pile
cap
reinforcement
in
the
framework
• Apply
sufficient
vibration
• Pile
caps
distributes
the
load
from
the
above
structure
evenly
through
to
the
piles
below.
9. 9
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
8
Construction
Activity
1:
Ground
Beam
Construction
(Grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcements,
timber
formworks
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
3
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Construction
Activity
2:
Stump
on
Pile
Cap
(Grid
d-‐i)
Duration:
5
days
Materials:
Concrete,
Reinforcement,
Timber
formwork
Equipment:
Bar
Bending
Machine,
Saw,
Vibrating
Machine
Skilled
Worker:
3
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
• To
realign
the
level
of
the
substructure
to
ensure
the
ground
floor
and
corresponding
floors
are
level
10. 10
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
9
Construction
Activity:
Ground
Beam
Construction
(Grid
c-‐h)
Duration:
5
days
Materials:
Concrete,
reinforcements,
timber
formworks
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
3
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Ground
beams
resist
applied
loads
with
a
rebar
spanning
above
stumps
and
connect
piles
caps
together
into
a
web
network,
concrete
is
then
cast-‐
in-‐situ
11. 11
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
10
Construction
Activity:
Ground
Floor
Slab
Construction
(grid
a-‐e)
Duration:
5
days
Materials:
Concrete,
reinforcement
bars,
timber
formworks,
Damp
Proof
Membrane
(DPM),
Rigid
Floor
Insulation
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
:
Structural
engineers
typically
call
for
slabs
to
be
casted
between
4
and
20
inches
(100
and
500
millimeters)
thick,
thinner
slabs
are
also
used
for
exterior
paving.
Slabs
are
supported
on
the
foundation
or
directly
on
the
subsoil,
it
will
be
the
eventual
the
ground
floor
of
a
building.
The
slab
is
made
uniformly
thick,
reinforced
in
one
or
more
directions
and
casted
intergrally
with
the
parallel
ground
beams.
12. 12
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
11
Construction
Activity:
Ground
Floor
Slab
Construction
(grid
e-‐k)
Duration:
5
day
Materials:
Concrete,
reinforcement
bars,
timber
formworks,
Damp
Proof
Membrane
(DPM),
Rigid
Floor
Insulation
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
engineers
typically
call
for
slabs
to
be
casted
between
4
and
20
inches
(100
and
500
millimeters)
thick,
thinner
slabs
are
also
used
for
exterior
paving.
Slabs
are
supported
on
the
foundation
or
directly
on
the
subsoil,
it
will
be
the
eventual
the
ground
floor
of
a
building.
The
slab
is
made
uniformly
thick,
reinforced
in
one
or
more
directions
and
casted
intergrally
with
the
parallel
ground
beams.
13. 13
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
12
Construction
Activity:
Ground
Floor
Columns
(grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
columns
are
built
to
bear
the
load
from
super
structure
above
and
transfer
it
downwards
into
foundation.
The
timber
formwork
is
built
around
the
starter
bars
protruding
from
the
ground
floor
slab.
A
cage
is
bent
and
placed
inside
before
concrete
is
vibrated
into
the
mould.
The
12”
(305cm)
column
can
support
up
to
2000
square
ft
of
floor
area.
14. 14
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
13
Construction
Activity:
Ground
Floor
Columns
(grid
e-‐k)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
columns
are
built
to
bear
the
load
from
super
structure
above
and
transfer
it
downwards
into
foundation.
The
timber
formwork
is
built
around
the
starter
bars
protruding
from
the
ground
floor
slab.
A
cage
is
bent
and
placed
inside
before
concrete
is
vibrated
into
the
mould.
The
12”
(305cm)
column
can
support
up
to
2000
square
ft
of
floor
area.
15. 15
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
14
Construction
Activity:
First
Floor
Beam
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Super
structure
columns
are
connect
together
via
beams,
they
resist
applied
loads
with
a
rebar
from
the
columns.
16. 16
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
15
Construction
Activity:
First
Floor
Beam
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
:
Super
structure
columns
are
connect
together
via
beams,
they
resist
applied
loads
with
a
rebar
from
the
columns.
17. 17
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
16
Construction
Activity:
First
Floor
Slab
(Grid
a-‐g)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork,
DPM
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
The
slab
is
cast
intergally
with
the
beams
which
provide
support
in
two
direction
18. 18
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
17
Construction
Activity
1:
First
Floor
Slab
(Grid
g-‐k)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork,
DPM
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
The
slab
is
cast
intergally
with
the
beams
which
provide
support
in
two
direction
Construction
Activity
2:
Ground
Floor
Wall
(Grid
a-‐e)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Walls
seperate
exterior
and
interior
as
well
as
rooms.
Bricks
are
laid
with
a
50/50
overlap
running
bond.
19. 19
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
18
Construction
Activity
1:
Ground
Floor
Wall
(Grid
c-‐j)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Walls
seperate
exterior
and
interior
as
well
as
rooms.
Bricks
are
laid
with
a
50/50
overlap
running
bond.
Construction
Activity
2:
Ground
Floor
Stairs
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
:
Stairs
connect
individual
floors
together
by
means
of
a
series
of
incremental
steps
that
allow
a
human
to
gradually
climb.
The
stairs
is
built
from
a
starter
box,
which
is
a
series
of
starter
bars
protruding
from
the
ground
floor
slab.
Then
timber
form
work
is
make
at
the
desired
pitch.
The
tread(depth)
and
riser(height)
is
carefully
made
to
a
uniform
specifications.
The
half
turn
stairs
turns
180
degrees
through
two
right
angles
at
an
intervening
landing.
This
space
floor
space
on
the
revelant
floor
plans.
20. 20
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
19
Construction
Activity:
First
Floor
Columns
(grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
columns
are
built
to
bear
the
load
from
super
structure
above
and
transfer
it
downwards
into
foundation
21. 21
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
20
Construction
Activity:
First
Floor
Columns
(grid
e-‐j)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
columns
are
built
to
bear
the
load
from
super
structure
above
and
transfer
it
downwards
into
foundation
22. 22
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
21
Construction
Activity:
Second
Floor
Beam
(Grid
a-‐e)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Super
structure
columns
are
connect
together
via
beams,
they
resist
applied
loads
with
a
rebar
from
the
columns.
23. 23
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
22
Construction
Activity:
Second
Floor
Beam
(Grid
c-‐h)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Super
structure
columns
are
connect
together
via
beams,
they
resist
applied
loads
with
a
rebar
from
the
columns.
24. 24
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
23
Construction
Activity:
Second
Floor
Slab
(Grid
a-‐g)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
,
DPM
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
The
slab
is
cast
intergally
with
the
beams
which
provide
support
in
two
direction
25. 25
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
24
Construction
Activity:
First
Floor
Wall
(Grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Walls
seperate
exterior
and
interior
as
well
as
rooms.
Bricks
are
laid
with
a
50/50
overlap
running
bond.
Construction
Activity:
Second
Floor
Slab
(Grid
g-‐j)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork,
DPM
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
The
slab
is
cast
intergally
with
the
beams
which
provide
support
in
two
direction
26. 26
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
25
Construction
Activity
2:
First
Floor
Wall
(Grid
d-‐j)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Walls
seperate
exterior
and
interior
as
well
as
rooms.
Bricks
are
laid
with
a
50/50
overlap
running
bond.
Construction
Activity
1:
First
Floor
Stairs
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
27. 27
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
26
Construction
Activity:
Second
Floor
Columns
(grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
columns
are
built
to
bear
the
load
from
super
structure
above
and
transfer
it
downwards
into
foundation
28. 28
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
27
Construction
Activity:
Second
Floor
Columns
(grid
e-‐j)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Structural
columns
are
built
to
bear
the
load
from
super
structure
above
and
transfer
it
downwards
into
foundation
29. 29
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
28
Construction
Activity:
Roof
Beam
(Grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Super
structure
columns
are
connect
together
via
beams,
they
resist
applied
loads
with
a
rebar
from
the
columns.
30. 30
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
29
Construction
Activity:
Third
Floor
Columns
(grid
c-‐j))
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Super
structure
columns
are
connect
together
via
beams,
they
resist
applied
loads
with
a
rebar
from
the
columns.
31. 31
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
30
Construction
Activity:
Roof
Truss
(Grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Trusses
are
built
as
a
support
frame
work
for
the
pitched
roof
32. 32
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
31
Construction
Activity:
Roof
Truss
(Grid
a-‐c)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Trusses
are
built
as
a
support
frame
work
for
the
pitched
roof
33. 33
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
32
Construction
Activity:
Roof
Construction
(Phase
1)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Roofs
are
the
protective
cover
of
a
building
against
rain,
snow
and
wind
34. 34
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
33
Construction
Activity:
Roof
Construction
(Phase
2)
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
Roofs
are
the
protective
cover
of
a
building
against
rain,
snow
and
wind
35. 35
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
34
Construction
Activity:
Second
Floor
Walls
Duration:
5
days
Materials:
Concrete,
reinforcement,
timber
formwork
Equipment:
Concrete
Vibrator,
Rebar
bending
machine,
table
saw,
concrete
mixer
Skilled
Worker:
5
General
Workers,
3
Bar
benders,
2
carpenters
Technical
Information:
:
Walls
seperate
exterior
and
interior
as
well
as
rooms.
Bricks
are
laid
with
a
50/50
overlap
running
bond
36. 36
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
35
Construction
Activity
1:
Curtain
Walls
Installation
Duration:
5
days
Materials:
Glass,
Steel,
Screws
Equipment:
Wrench,
Level,
Screw
Driver
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
walls
are
to
be
connected
to
the
ground
floor
and
beam
on
the
upper
floor
Construction
Activity
2:
Railing
Installation
Duration:
3
days
Materials:
Aluminium
handrail
(staircase),
Aluminium
guardrail
(balcony)
Equipment:
Wrench,
Level,
Screw
Driver
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
Railing
provide
a
sturdy
barrier
when
walking
around
unenclosed
area.
The
handrail
is
installed
by
bolting
multiple
segments
of
the
rail
system
to
the
tread.
Similarly,
guardrails
are
also
bolted
to
the
ground
but
typically
at
the
edge
of
a
balcony.
37. 37
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
36
Construction
Activity
1:
Ground
Floor
door
framing
and
installation
Duration:
2
days
Materials:
Hollow
single
rabbet
metal
frame
Equipment:
Wrench,
Level,
Screw
Driver,
measuring
tape,
marker
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
Doors
are
openings
between
exterior
and
interior,
and
between
rooms.
They
are
carefully
positioned
between
columns
where
the
wall
will
eventually
be
made.
Doors
are
correctly
oriented
as
to
whether
they
open
in
or
out
and
stood
up
right
with
wood
temporarily
nailed
to
columns
and
beams.
Construction
Activity
2:
Ground
Floor
window
framing
and
installation
Duration:
3
days
Materials:
Aluminium
casement
frame,
glass
window,
screws
Equipment:
Wrench,
Level,
Screw
Driver,
measuring
tape,
marker
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
:
Windows
provide
ventilation
for
a
building,
a
casement
window
provides
100%
ventilation.
A
window
frame
is
first
installed,
followed
by
the
two
smaller
windows
and
their
pivot
brackets,
the
unit
is
topped
off
with
trimming
for
aesthetics.
38. 38
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
37
Construction
Activity
1:
First
Floor
door
framing
and
installation
Duration:
2
days
Materials:
Hollow
single
rabbet
metal
frame
Equipment:
Wrench,
Level,
Screw
Driver,
measuring
tape,
marker
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
Doors
are
openings
between
exterior
and
interior,
and
between
rooms.
They
are
carefully
positioned
between
columns
where
the
wall
will
eventually
be
made.
Doors
are
correctly
oriented
as
to
whether
they
open
in
or
out
and
stood
up
right
with
wood
temporarily
nailed
to
columns
and
beams.
Construction
Activity
2:
First
Floor
window
framing
and
installation
Duration:
3
days
Materials:
Aluminium
casement
frame,
glass
window,
screws
Equipment:
Wrench,
Level,
Screw
Driver,
measuring
tape,
marker
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
:
Windows
provide
ventilation
for
a
building,
a
casement
window
provides
100%
ventilation.
A
window
frame
is
first
installed,
followed
by
the
two
smaller
windows
and
their
pivot
brackets,
the
unit
is
topped
off
with
trimming
for
aesthetics.
39. 39
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
38
Construction
Activity
1:
second
Floor
door
framing
and
installation
Duration:
2
days
Materials:
Hollow
single
rabbet
metal
frame
Equipment:
Wrench,
Level,
Screw
Driver,
measuring
tape,
marker
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
Doors
are
openings
between
exterior
and
interior,
and
between
rooms.
They
are
carefully
positioned
between
columns
where
the
wall
will
eventually
be
made.
Doors
are
correctly
oriented
as
to
whether
they
open
in
or
out
and
stood
up
right
with
wood
temporarily
nailed
to
columns
and
beams.
Construction
Activity
2:
second
Floor
window
framing
and
installation
Duration:
3
days
Materials:
Aluminium
casement
frame,
glass
window,
screws
Equipment:
Wrench,
Level,
Screw
Driver,
measuring
tape,
marker
Skilled
Worker:
2
General
Workers,
1
Special
Worker
Technical
Information:
:
:
Windows
provide
ventilation
for
a
building,
a
casement
window
provides
100%
ventilation.
A
window
frame
is
first
installed,
followed
by
the
two
smaller
windows
and
their
pivot
brackets,
the
unit
is
topped
off
with
trimming
for
aesthetics.
40. 40
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
39
WEEK
40
WEEK
41
Construction
Activity:
Electrical
Wiring
Duration:
7
days
Materials:
insulated
cooper
wires,
electrical
tape,
connector
Equipment:
Test
pen,
voltage
meter
Skilled
Worker:
2
electricians
Technical
Information:
Electrical
cables
are
pulled
through
PVC
pipe
ambedded
in
the
concrete
walls
or
along
the
wall
surface.
Construction
Activity:
Plumbing
Duration:
7
days
Materials:
assorted
dimensions
of
PVC
pipe,
connectors,
PVC
glue
Equipment:
Saw,
measuring
tape
Skilled
Worker:
Plumber
Technical
Information:
Plumbing
is
essential
for
bringing
in
clean
water
into
a
building
and
taking
waste
products
away.
PVC
pipes
are
pieced
together,
in
order
to
connect
various
systems
together.
Construction
Activity:
Sanitary
Fittings
Duration:
5
days
Materials:
Ceramics
Equipment:
Saw,
Measuring
tape,
drill
Skilled
Worker:
Special
Worker,
2
General
Workers
Technical
Information:
Sanitary
fittings
such
as
sick,
water
closet
and
shower
are
usually
bought
as
modular
units
and
are
easily
installed.
Just
connect
the
plumbing
to
the
inlet
and
outlet,
and
ensure
the
fastening
is
secure.
41. 41
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
42
WEEK
43
WEEK
44
Construction
Activity
:
Tiling
(Second
Floor)
Duration:
5
days
Materials:
Mortar,
Grout,
homogenenous
ceramic
tiles
Equipment:
Putty
knife,
spacers,
level
Skilled
Worker:
2
Tilers
Technical
Information:
Tiles
are
a
durable,
easy
to
clean
modular
finish
that
requires
careful
installation
in
order
to
last
a
long
time.
A
tiling
pattern
is
first
determined
and
the
tiler
spread
mortar
on
the
floor
surface.
The
tiles
are
uniformly
spaced
and
align
with
the
aid
of
spacers.
The
gaps
are
made
to
allow
for
expansion
and
are
filled
with
grout.
.
Construction
Activity
:
Tiling
(Ground
Floor)
Duration:
5
days
Materials:
Mortar,
Grout,
homogenenous
ceramic
tiles
Equipment:
Putty
knife,
spacers,
level
Skilled
Worker:
2
Tilers
Technical
Information:
Tiles
are
a
durable,
easy
to
clean
modular
finish
that
requires
careful
installation
in
order
to
last
a
long
time.
A
tiling
pattern
is
first
determined
and
the
tiler
spread
mortar
on
the
floor
surface.
The
tiles
are
uniformly
spaced
and
align
with
the
aid
of
spacers.
The
gaps
are
made
to
allow
for
expansion
and
are
filled
with
grout.
.
Construction
Activity
:
Tiling
(Second
Floor)
Duration:
5
days
Materials:
Mortar,
Grout,
homogenenous
ceramic
tiles
Equipment:
Putty
knife,
spacers,
level
Skilled
Worker:
2
Tilers
Technical
Information:
Tiles
are
a
durable,
easy
to
clean
modular
finish
that
requires
careful
installation
in
order
to
last
a
long
time.
A
tiling
pattern
is
first
determined
and
the
tiler
spread
mortar
on
the
floor
surface.
The
tiles
are
uniformly
spaced
and
align
with
the
aid
of
spacers.
The
gaps
are
made
to
allow
for
expansion
and
are
filled
with
grout.
.
42. 42
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
45
WEEK
46
WEEK
47
Construction
Activity
:
Plastering
(Ground
Floor)
Duration:
5
days
Materials:
Plaster
Board
Equipment:
Ramset
concrete
nailer,
Makita
concrete
driller,
Laser
Level
machine,
Plumbs,
Basic
hand
tools,
Makita
steel
bench
cutters,
Ceiling
gun,
Ladder,
Steel
square
ruler,
Drilling
Machine
Skilled
Worker:
3
General
Workers
Technical
Information:
All
leveling
set
out
coordinates
shall
be
based
on
the
setting
out
levels
provided
on
design.
Construction
Activity
:
Plastering
(first
Floor)
Duration:
5
days
Materials:
Plaster
Board
Equipment:
Ramset
concrete
nailer,
Makita
concrete
driller,
Laser
Level
machine,
Plumbs,
Basic
hand
tools,
Makita
steel
bench
cutters,
Ceiling
gun,
Ladder,
Steel
square
ruler,
Drilling
Machine
Skilled
Worker:
3
General
Workers
Technical
Information:
All
leveling
set
out
coordinates
shall
be
based
on
the
setting
out
levels
provided
on
design.
Construction
Activity
:
Plastering
(first
Floor)
Duration:
5
days
Materials:
Plaster
Board
Equipment:
Ramset
concrete
nailer,
Makita
concrete
driller,
Laser
Level
machine,
Plumbs,
Basic
hand
tools,
Makita
steel
bench
cutters,
Ceiling
gun,
Ladder,
Steel
square
ruler,
Drilling
Machine
Skilled
Worker:
3
General
Workers
Technical
Information:
All
leveling
set
out
coordinates
shall
be
based
on
the
setting
out
levels
provided
on
design.
43. 43
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
48
WEEK
49
WEEK
50
Construction
Activity
:
Hardware
Installation
Duration:
5
days
Materials:
Stove
ventilation
hood,
kitchen
cabinets,
etc
Equipment:
Measuring
tape,
level,
screwdriver
Skilled
Worker:
3
General
Workers
Technical
Information:
:
After
wall
and
floor
finishs
are
completed,
fixed
furniture
and
appliances
can
be
installed.
Construction
Activity
:
Painting
(Ground
Floor
and
Part
of
First
Floor)
Duration:
5
days
Materials
roller
brush.
Brush
extention
pole,
Masking
tape
Equipment:
large
bucket,
wheelbarrow,
trowel,
garden
hose
Skilled
Worker:
3
General
Workers
Technical
Information:
Paint
provides
an
added
layer
of
protection
to
the
applied
surface.
There
3
components
to
paint;
primer
(improves
the
adhension
of
subsequent
coats),
base
(pigmentation
give
colour)
and
sealer
(reduces
absorption
of
moisture)
Construction
Activity
:
Painting
(First
Floor
and
second
Floor)
Duration:
5
days
Materials
roller
brush.
Brush
extention
pole,
Masking
tape
Equipment:
large
bucket,
wheelbarrow,
trowel,
garden
hose
Skilled
Worker:
3
General
Workers
Technical
Information:
Paint
provides
an
added
layer
of
protection
to
the
applied
surface.
There
3
components
to
paint;
primer
(improves
the
adhension
of
subsequent
coats),
base
(pigmentation
give
colour)
and
sealer
(reduces
absorption
of
moisture)
44. 44
Project
2:
Construction
Activities
and
Process
|
Ibrahim
Adhnan
0314694
WEEK
51
WEEK
52
Construction
Activity
:
Exterior
Finishes
Duration:
5
days
Materials:
lime
,sand
,water
Equipment:
large
bucket,
wheelbarrow,
trowel,
garden
hose
Skilled
Worker:
3
General
Workers
Technical
Information:
:
Apply
the
render
to
the
wall
as
forcefully
as
possible
to
ensure
that
it
keys
into
the
wall
well.
Once
the
first
coat
of
render
is
applied
but
not
yet
set,
scratch
the
surface
throughout
the
wall
to
provide
a
key
for
the
next
layer
to
adhere
to.
Best
done
on
cool
and
cloudy
day.
Construction
Activity
:
Cleaning
Duration:
5
days
Materials:
Equipment:
Mop,
cloth,
vacumn
Skilled
Worker:
3
General
Workers
Technical
Information:
To
remove
all
the
dirt
before
Handing
over.