This document is a group assignment for a Bachelor of Quantity Surveying course. It provides details of a proposed development of two 37-storey towers with podium parking on a site in Kuala Lumpur. It includes an introduction with client brief, site details, and benchmark project. The design proposal section outlines foundation, slab, and architectural systems. Special facilities like a gym, pools, and lounge areas are also described. Finally, the construction cost analysis estimates the total cost to be approximately RM165.8 million, with the main building works accounting for 81% of costs.
This document provides information on a group assignment for a Building Economics course. It includes an introduction to the project site location and surrounding amenities. It then summarizes a benchmark high-rise residential project. Finally, it proposes the design for the group's high-rise residential building project, including details on the building specifications, unit layouts, facilities, and construction technology. The proposed building consists of two 31-level towers with 404 units total and various amenities located on the podium and roof. Bored pile foundations are recommended due to the soil conditions and building load requirements.
This document is Rajat Kumar's industrial training report submitted in partial fulfillment of the requirements for a Bachelor of Technology degree from Shoolini University. It includes a declaration by Rajat Kumar stating that the report is his original work. It also includes certificates from the chairperson of the Civil Engineering department and the head of the School of Mechanical and Civil Engineering confirming Rajat Kumar completed the training under their supervision. The report contains chapters on different types of roads, pavements, materials used in construction like cement, sand and aggregates, different brick bonds, the construction process for columns and foundations, and types of foundations.
The document provides details on the proposed design of a service apartment building consisting of 2 towers - Tower A and Tower B. It includes 38 storeys with a total of 404 residential units. It will have 7 levels of podium including facilities, 2 basement levels, and ground floor. Bored piling and post-tensioned slabs will be used as the foundation and flooring construction methods. The finishes proposed include granite, tiles, and painted plaster/render. Rainwater harvesting and clay facade are part of the sustainable design features.
This document provides a proposal for the construction of a food grocer. It includes an introduction, site analysis, concept proposal, plans and elevations, and discusses aspects of the project such as drainage, fire safety, attributes of supermarket construction, operational energy used, and tasks of professions involved. It also includes information on obtaining local authorities approval. In under 3 sentences:
This proposal provides detailed plans and considerations for constructing a food grocer and supermarket on a vacant land near a university campus. It analyzes the site, proposes a concept and design that addresses needs of the local community, and outlines the roles of various construction professionals and approval processes required. The goal is to create an affordable and convenient shopping option for students that
Kohinoor Square is a mixed-use skyscraper complex in Mumbai comprising a 203m main tower and 142m residential tower. The main tower has shopping malls on the lower floors and a five-star hotel on the upper floors. The residential tower has parking on the lower 15 floors and apartments on the upper 20 floors. The complex was designed to be environmentally sustainable and received a LEED Gold rating. It has large landscaped gardens and terraces to maximize natural light and minimize heat gain. The central core structure uses a post-tensioned concrete slab system. The complex provides parking for 2000 cars and is well-connected to various parts of Mumbai by major roads.
The document summarizes an industrial training report on the construction of a multistoried building. It describes two multistoried residential projects - Verna and Tana constructed by SI Property. Key details include the foundations using pile foundations and raft foundations, concrete mixes used, and reinforcement details of columns, beams and slabs. Amenities provided in the projects like parking, fitness center, kids play area are also mentioned. The report also provides information on new building materials seen during a visit to another project GIE Asteria, including Siporex blocks, Weber glue and fiberglass mesh.
This report analyzes and summarizes the horizontal structural elements of The Gardens Mall, including the foundation, slab, and roof. Through research and analysis, the foundation is concluded to be a raft foundation due to the soft soil conditions. The slab is determined to be a two-way slab to support the large building area. For the roof, parts use a half gambrel roof and dome roof for their aesthetic qualities and strength against weather, while other parts use steel trusses and a glass panel roof. Recommendations are provided for alternative foundation and structural element options.
Industrial Training On Construction At Simplex Infrastructures LtdSk Md Nayar
This document provides an overview of an industrial training on construction conducted at Simplex Infrastructures Ltd. It acknowledges those involved in organizing the training. Simplex Infrastructures Ltd is introduced as a leading construction company in India and abroad since 1924. The trainees were involved in a housing project called Elita Garden Vista being constructed by Simplex. The training covered various aspects of construction planning, material management, formwork, surveying, quality control, plant and machinery used, and site execution process. The trainees concluded it was a valuable learning experience beyond their academic curriculum.
This document provides information on a group assignment for a Building Economics course. It includes an introduction to the project site location and surrounding amenities. It then summarizes a benchmark high-rise residential project. Finally, it proposes the design for the group's high-rise residential building project, including details on the building specifications, unit layouts, facilities, and construction technology. The proposed building consists of two 31-level towers with 404 units total and various amenities located on the podium and roof. Bored pile foundations are recommended due to the soil conditions and building load requirements.
This document is Rajat Kumar's industrial training report submitted in partial fulfillment of the requirements for a Bachelor of Technology degree from Shoolini University. It includes a declaration by Rajat Kumar stating that the report is his original work. It also includes certificates from the chairperson of the Civil Engineering department and the head of the School of Mechanical and Civil Engineering confirming Rajat Kumar completed the training under their supervision. The report contains chapters on different types of roads, pavements, materials used in construction like cement, sand and aggregates, different brick bonds, the construction process for columns and foundations, and types of foundations.
The document provides details on the proposed design of a service apartment building consisting of 2 towers - Tower A and Tower B. It includes 38 storeys with a total of 404 residential units. It will have 7 levels of podium including facilities, 2 basement levels, and ground floor. Bored piling and post-tensioned slabs will be used as the foundation and flooring construction methods. The finishes proposed include granite, tiles, and painted plaster/render. Rainwater harvesting and clay facade are part of the sustainable design features.
This document provides a proposal for the construction of a food grocer. It includes an introduction, site analysis, concept proposal, plans and elevations, and discusses aspects of the project such as drainage, fire safety, attributes of supermarket construction, operational energy used, and tasks of professions involved. It also includes information on obtaining local authorities approval. In under 3 sentences:
This proposal provides detailed plans and considerations for constructing a food grocer and supermarket on a vacant land near a university campus. It analyzes the site, proposes a concept and design that addresses needs of the local community, and outlines the roles of various construction professionals and approval processes required. The goal is to create an affordable and convenient shopping option for students that
Kohinoor Square is a mixed-use skyscraper complex in Mumbai comprising a 203m main tower and 142m residential tower. The main tower has shopping malls on the lower floors and a five-star hotel on the upper floors. The residential tower has parking on the lower 15 floors and apartments on the upper 20 floors. The complex was designed to be environmentally sustainable and received a LEED Gold rating. It has large landscaped gardens and terraces to maximize natural light and minimize heat gain. The central core structure uses a post-tensioned concrete slab system. The complex provides parking for 2000 cars and is well-connected to various parts of Mumbai by major roads.
The document summarizes an industrial training report on the construction of a multistoried building. It describes two multistoried residential projects - Verna and Tana constructed by SI Property. Key details include the foundations using pile foundations and raft foundations, concrete mixes used, and reinforcement details of columns, beams and slabs. Amenities provided in the projects like parking, fitness center, kids play area are also mentioned. The report also provides information on new building materials seen during a visit to another project GIE Asteria, including Siporex blocks, Weber glue and fiberglass mesh.
This report analyzes and summarizes the horizontal structural elements of The Gardens Mall, including the foundation, slab, and roof. Through research and analysis, the foundation is concluded to be a raft foundation due to the soft soil conditions. The slab is determined to be a two-way slab to support the large building area. For the roof, parts use a half gambrel roof and dome roof for their aesthetic qualities and strength against weather, while other parts use steel trusses and a glass panel roof. Recommendations are provided for alternative foundation and structural element options.
Industrial Training On Construction At Simplex Infrastructures LtdSk Md Nayar
This document provides an overview of an industrial training on construction conducted at Simplex Infrastructures Ltd. It acknowledges those involved in organizing the training. Simplex Infrastructures Ltd is introduced as a leading construction company in India and abroad since 1924. The trainees were involved in a housing project called Elita Garden Vista being constructed by Simplex. The training covered various aspects of construction planning, material management, formwork, surveying, quality control, plant and machinery used, and site execution process. The trainees concluded it was a valuable learning experience beyond their academic curriculum.
Ppt summer presentation on finishing Of Police Station Construction SiteAlok Mishra
finishing Works at Police Station Khajuri Khas, Near Sonia Vihar, Delhi (SH: C/o Police Station Building, Electric sub Station & External Development Work i.e. Internal Electrical Installations)
Summer Training Report at Simplex Infrastructures and Salarpuria Joint Ventur...Arijit Acharya
A report on my month long summer training at Silveroak Estate, a joint venture project of Simplex Infrastructures and Salarpuria Group.
Organization: Simplex Infrastructures Ltd.
Duration: 30 days (1st – 30th July, 2014)
Location: Silver Oaks Housing Project, Rajarhat
Description: Through this training gained knowledge about the procedure of residential building construction, safety measures at site, plastering and finishing work, concreting work, reinforcement details, quality control etc.
Friends Arcade is a planned commercial plaza in Islamabad, Pakistan located in Sector F-17. It will feature shops on the lower ground and ground floors, and apartments on the upper floors. The plaza is conveniently located near major roads and public transportation. It will have modern amenities like a water filtration plant, fire safety systems, and professional building management. Shops and apartments of various sizes are available for purchase, with payment plans of up to 30 monthly installments. For more information, contact Sardar Tahir.
This document provides details about an industrial training report submitted by G.V. Rohit at Simplex Infrastructures Ltd. for a project in Bengaluru, Karnataka. It summarizes the details of the Hiranandini Lake Verandahs construction site, including the project location and details, structure details like slab laying process and material testing laboratory. It also provides information about the developer, contractor and materials used for the M40 concrete mix.
AN INTERNSHIP REPORT ON RESIDENTIAL BUILDING CONSTRUCTIONAbhishek Singh
This document appears to be an internship report submitted by four students - Abhishek Singh, Naval Tej Singh Ahuja, Sahil Thakur, and Swapnil Singh - to their supervisor Mr. Kapil Bhardwaj at Universal Buildwell Pvt. Ltd. in Gurgaon, Haryana, India. The report provides details about a residential construction project called Universal Aura, including project specifications, building materials used, and work ongoing at the site during the students' summer internship from June 13 to July 13, 2016.
- Advance Building Solutions provides construction services including concrete cutting, dismantling, anchoring, rebarring, and waterproofing.
- They use diamond cutting technology to precisely cut concrete with less noise, dust, and downtime compared to conventional demolition methods.
- Services include core drilling, floor sawing, wall sawing, wire sawing, and crushing/bursting concrete. They also provide various waterproofing solutions and anchoring/rebarring services.
- The company has experience with numerous infrastructure projects including several Delhi Metro lines and projects for NTPC, Cement Corporation of India, Jawahar Lal Nehru Stadium, and others.
This document provides information about an industrial training report on a hospital construction project. It includes a site profile of the Smita Memorial Hospital, which is a 416 bed multi-specialty hospital. It also discusses familiarization with relevant IS codes, concrete mix design, tests on concrete including slump and cube tests, site visits covering placing, compacting, finishing of concrete and construction of columns and beams. Finally, it discusses quality control methods and safety provisions for the construction site, including staircase safety for high rise buildings.
Industrial training report of construction of the residential buildingsuraj jha
This document summarizes a presentation on a residential building construction project. It provides an overview of the project, including the location, number of floors, timeline, and project manager. It also describes the company undertaking the project, M k mehta enterprise, and its past projects. Additionally, it outlines the various steps of construction including site clearance, surveying, excavation, foundation, concreting, beams and columns. Key materials and equipment used are also summarized such as cement, aggregates, bricks, water, admixtures, and concrete pumping equipment. Building bylaws regarding plinth area regulations are also briefly mentioned.
The document provides details about an industrial training report for a civil engineering student at Simplex Infrastructures Ltd. It summarizes a residential project called Hiranandini Lake Verandahs that Simplex is constructing. Key details include the location of the project, specifications of the 27-floor towers including number of flats and amenities, and descriptions of the construction processes for laying building slabs and columns. Photos supplement the summaries of construction steps.
SUMMER TRAINING REPORT ON BUILDING CONSTRUCTIONVed Jangid
This document provides a summer internship report for a civil engineering student's internship at the Public Works Department in Ajmer, Rajasthan, India from May 10th to July 10th, 2018. The internship involved working on the construction of a 10-room and 2-store building at the Revenue Research and Training Institute campus in Ajmer. The report details the project overview, building components, construction materials used, construction processes and the intern's weekly progress and conclusions.
The document describes the construction of a residential tower by Mayank Walecha for their internship program. It includes an acknowledgements section thanking those involved in the project. It also includes an index outlining the contents of the report, which will cover quality control of building materials, structure work including the foundation, finishing work, and construction safety. The quality control chapter will discuss materials used like cement, aggregates, bricks, reinforcement bars, water, and admixtures.
This document provides details about Mayukh Bhattacharjee's vocational training at the Silveroak Estate construction site of Simplex Infrastructures Limited. It includes:
1. An acknowledgement section thanking various site managers and personnel for their guidance and assistance during the training.
2. An outline of topics covered in the training report, including pile foundation construction, basement and superstructure work, surveying methods, materials testing, and safety training.
3. Background information on the construction company Simplex Infrastructures Limited and an overview of the Silveroak Estate project, including details on the number of buildings, flats, and site facilities being constructed.
This document discusses materials and structural components for vertical mixed-use buildings. It describes concrete, steel, and aluminum as commonly used materials for high-rise buildings. An alternative material, basalt fiber, is introduced which has better strength characteristics than glass fiber and is highly resistant to various environmental conditions. Basalt fiber is produced from basalt rock through a similar process as glass fiber but requires a higher melting temperature. Research shows basalt fiber has structural behavior similar to glass fiber, but codes have not yet recognized its use. Basalt fiber has high potential but its use currently lags behind other fibers due to lack of code design guidance.
The document proposes building a suspension bridge at Taylor's University Lakeside Campus to connect Block E to the commercial block. The 30m long bridge would have 3 glass capsule sections that could be rented out as cafes, as well as outdoor seating areas. This would provide students with a new walkway and location for food and beverages while also generating additional income for the university. Construction costs are estimated at over RM780,000 based on materials, labor, and equipment needed. The bridge aims to improve accessibility and walkability on campus while enhancing the scenery around the lake.
the report about designing of crcp pavement.
it helps to b,tech students in the final year of engineering.
the all the data about crcp is true and based on practical details.
Chandramohan lodha work hard for this report on crcp
The document is a proposal for a final construction project to build a small restaurant on unused land near a campus parking area. It includes a site analysis of the 30x30m plot, suggestions for zoning the restaurant into areas for dining, ordering, lounging, restrooms, cooking, and waste management. Diagrams and perspectives show the layout. Materials like benches and plants are proposed. Benefits to students, clients, and the community are described, such as convenient dining and restrooms for campus visitors. The proposal aims to efficiently use space and enhance the area.
The site is located along Jalan Lengkuk Keluli in Shah Alam, Selangor near an industrial area and residential neighborhood. It is 60m by 70m in size. Surrounding land use includes factories, houses, and condominiums. The proposal is to build a two-story commercial building with two futsal courts on each floor, as well as a cafeteria, equipment shop, locker rooms, and parking area. The building aims to encourage a healthy lifestyle and provide a place for local residents and the public to play futsal.
PWD CC ROAD CONSTRUCTION WORK TRAINING REPORTSatyam Anand
This document provides an overview of a practical training report submitted by Satyam Anand, a civil engineering student, on the construction of a plain cement concrete road. The report includes sections on the project overview including location, estimated cost, contractor and layout. It discusses the materials used in concrete construction including cement, sand and aggregate. It also covers quality control and assurance measures, construction methodology, plant and machinery used, and safety aspects. The training was conducted with the Public Works Department in Ajmer, India to fulfill degree requirements.
This document provides information on Supreme Bituchem India Pvt. Ltd., including their registered office, corporate office, works, branches and depots across India. It then summarizes several of their products for roads and highways construction, including SUPERSHIELD BRIDGEPROTEK, an APP modified bituminous waterproofing membrane for bridges; SHELLCON, a PCE based admixture for high-performance concrete; SUPERSEAL PS, a two component cold applied polysulphide sealant; and SUPER MULSION PATCH FILL, a polymer-based preformed filler for expansion joints. The document also lists specifications and applications for some of these products.
The document is a summer internship report submitted by Sumit Singh detailing his internship from 09/06/2016 - 23/07/2016 with Skyline engineering contracts (India) pvt. Ltd. on a residential building project. The report includes details of the project such as building materials used including cement, sand, aggregates, reinforcement steel. It also describes the machinery used on site such as batching plants, concrete pumps, transit mixers etc. and procedures followed for demarcation, concrete casting of slabs and beams, staircase construction and brickwork.
This document provides details on the proposed design and construction costs for a mixed-use development project in Kuala Lumpur, Malaysia. It includes a 50-story office tower, 4-story retail block, underground parking, landscaping, and pedestrian walkways. The project aims to achieve a Green Building Index Platinum rating by incorporating various green building and energy efficiency features. A breakdown of the construction costs is provided for different elements of the project based on rates from cost handbooks and previous similar projects.
This document provides information about a proposed luxury condominium development called The Luxueux in Kuala Lumpur. It includes details about the client's requirements, the location, benchmark project, and proposed design. The client wants a high-end luxury development completed within 2.5 years and on budget. The site is located in Brickfields near amenities. The benchmark project is KL Gateway Premium Residence, a similar high-end development with two towers, 466 units, and facilities like pools and gardens. The document also outlines the consultant company profile and proposed design, unit finishes, and cost estimates for The Luxueux.
Ppt summer presentation on finishing Of Police Station Construction SiteAlok Mishra
finishing Works at Police Station Khajuri Khas, Near Sonia Vihar, Delhi (SH: C/o Police Station Building, Electric sub Station & External Development Work i.e. Internal Electrical Installations)
Summer Training Report at Simplex Infrastructures and Salarpuria Joint Ventur...Arijit Acharya
A report on my month long summer training at Silveroak Estate, a joint venture project of Simplex Infrastructures and Salarpuria Group.
Organization: Simplex Infrastructures Ltd.
Duration: 30 days (1st – 30th July, 2014)
Location: Silver Oaks Housing Project, Rajarhat
Description: Through this training gained knowledge about the procedure of residential building construction, safety measures at site, plastering and finishing work, concreting work, reinforcement details, quality control etc.
Friends Arcade is a planned commercial plaza in Islamabad, Pakistan located in Sector F-17. It will feature shops on the lower ground and ground floors, and apartments on the upper floors. The plaza is conveniently located near major roads and public transportation. It will have modern amenities like a water filtration plant, fire safety systems, and professional building management. Shops and apartments of various sizes are available for purchase, with payment plans of up to 30 monthly installments. For more information, contact Sardar Tahir.
This document provides details about an industrial training report submitted by G.V. Rohit at Simplex Infrastructures Ltd. for a project in Bengaluru, Karnataka. It summarizes the details of the Hiranandini Lake Verandahs construction site, including the project location and details, structure details like slab laying process and material testing laboratory. It also provides information about the developer, contractor and materials used for the M40 concrete mix.
AN INTERNSHIP REPORT ON RESIDENTIAL BUILDING CONSTRUCTIONAbhishek Singh
This document appears to be an internship report submitted by four students - Abhishek Singh, Naval Tej Singh Ahuja, Sahil Thakur, and Swapnil Singh - to their supervisor Mr. Kapil Bhardwaj at Universal Buildwell Pvt. Ltd. in Gurgaon, Haryana, India. The report provides details about a residential construction project called Universal Aura, including project specifications, building materials used, and work ongoing at the site during the students' summer internship from June 13 to July 13, 2016.
- Advance Building Solutions provides construction services including concrete cutting, dismantling, anchoring, rebarring, and waterproofing.
- They use diamond cutting technology to precisely cut concrete with less noise, dust, and downtime compared to conventional demolition methods.
- Services include core drilling, floor sawing, wall sawing, wire sawing, and crushing/bursting concrete. They also provide various waterproofing solutions and anchoring/rebarring services.
- The company has experience with numerous infrastructure projects including several Delhi Metro lines and projects for NTPC, Cement Corporation of India, Jawahar Lal Nehru Stadium, and others.
This document provides information about an industrial training report on a hospital construction project. It includes a site profile of the Smita Memorial Hospital, which is a 416 bed multi-specialty hospital. It also discusses familiarization with relevant IS codes, concrete mix design, tests on concrete including slump and cube tests, site visits covering placing, compacting, finishing of concrete and construction of columns and beams. Finally, it discusses quality control methods and safety provisions for the construction site, including staircase safety for high rise buildings.
Industrial training report of construction of the residential buildingsuraj jha
This document summarizes a presentation on a residential building construction project. It provides an overview of the project, including the location, number of floors, timeline, and project manager. It also describes the company undertaking the project, M k mehta enterprise, and its past projects. Additionally, it outlines the various steps of construction including site clearance, surveying, excavation, foundation, concreting, beams and columns. Key materials and equipment used are also summarized such as cement, aggregates, bricks, water, admixtures, and concrete pumping equipment. Building bylaws regarding plinth area regulations are also briefly mentioned.
The document provides details about an industrial training report for a civil engineering student at Simplex Infrastructures Ltd. It summarizes a residential project called Hiranandini Lake Verandahs that Simplex is constructing. Key details include the location of the project, specifications of the 27-floor towers including number of flats and amenities, and descriptions of the construction processes for laying building slabs and columns. Photos supplement the summaries of construction steps.
SUMMER TRAINING REPORT ON BUILDING CONSTRUCTIONVed Jangid
This document provides a summer internship report for a civil engineering student's internship at the Public Works Department in Ajmer, Rajasthan, India from May 10th to July 10th, 2018. The internship involved working on the construction of a 10-room and 2-store building at the Revenue Research and Training Institute campus in Ajmer. The report details the project overview, building components, construction materials used, construction processes and the intern's weekly progress and conclusions.
The document describes the construction of a residential tower by Mayank Walecha for their internship program. It includes an acknowledgements section thanking those involved in the project. It also includes an index outlining the contents of the report, which will cover quality control of building materials, structure work including the foundation, finishing work, and construction safety. The quality control chapter will discuss materials used like cement, aggregates, bricks, reinforcement bars, water, and admixtures.
This document provides details about Mayukh Bhattacharjee's vocational training at the Silveroak Estate construction site of Simplex Infrastructures Limited. It includes:
1. An acknowledgement section thanking various site managers and personnel for their guidance and assistance during the training.
2. An outline of topics covered in the training report, including pile foundation construction, basement and superstructure work, surveying methods, materials testing, and safety training.
3. Background information on the construction company Simplex Infrastructures Limited and an overview of the Silveroak Estate project, including details on the number of buildings, flats, and site facilities being constructed.
This document discusses materials and structural components for vertical mixed-use buildings. It describes concrete, steel, and aluminum as commonly used materials for high-rise buildings. An alternative material, basalt fiber, is introduced which has better strength characteristics than glass fiber and is highly resistant to various environmental conditions. Basalt fiber is produced from basalt rock through a similar process as glass fiber but requires a higher melting temperature. Research shows basalt fiber has structural behavior similar to glass fiber, but codes have not yet recognized its use. Basalt fiber has high potential but its use currently lags behind other fibers due to lack of code design guidance.
The document proposes building a suspension bridge at Taylor's University Lakeside Campus to connect Block E to the commercial block. The 30m long bridge would have 3 glass capsule sections that could be rented out as cafes, as well as outdoor seating areas. This would provide students with a new walkway and location for food and beverages while also generating additional income for the university. Construction costs are estimated at over RM780,000 based on materials, labor, and equipment needed. The bridge aims to improve accessibility and walkability on campus while enhancing the scenery around the lake.
the report about designing of crcp pavement.
it helps to b,tech students in the final year of engineering.
the all the data about crcp is true and based on practical details.
Chandramohan lodha work hard for this report on crcp
The document is a proposal for a final construction project to build a small restaurant on unused land near a campus parking area. It includes a site analysis of the 30x30m plot, suggestions for zoning the restaurant into areas for dining, ordering, lounging, restrooms, cooking, and waste management. Diagrams and perspectives show the layout. Materials like benches and plants are proposed. Benefits to students, clients, and the community are described, such as convenient dining and restrooms for campus visitors. The proposal aims to efficiently use space and enhance the area.
The site is located along Jalan Lengkuk Keluli in Shah Alam, Selangor near an industrial area and residential neighborhood. It is 60m by 70m in size. Surrounding land use includes factories, houses, and condominiums. The proposal is to build a two-story commercial building with two futsal courts on each floor, as well as a cafeteria, equipment shop, locker rooms, and parking area. The building aims to encourage a healthy lifestyle and provide a place for local residents and the public to play futsal.
PWD CC ROAD CONSTRUCTION WORK TRAINING REPORTSatyam Anand
This document provides an overview of a practical training report submitted by Satyam Anand, a civil engineering student, on the construction of a plain cement concrete road. The report includes sections on the project overview including location, estimated cost, contractor and layout. It discusses the materials used in concrete construction including cement, sand and aggregate. It also covers quality control and assurance measures, construction methodology, plant and machinery used, and safety aspects. The training was conducted with the Public Works Department in Ajmer, India to fulfill degree requirements.
This document provides information on Supreme Bituchem India Pvt. Ltd., including their registered office, corporate office, works, branches and depots across India. It then summarizes several of their products for roads and highways construction, including SUPERSHIELD BRIDGEPROTEK, an APP modified bituminous waterproofing membrane for bridges; SHELLCON, a PCE based admixture for high-performance concrete; SUPERSEAL PS, a two component cold applied polysulphide sealant; and SUPER MULSION PATCH FILL, a polymer-based preformed filler for expansion joints. The document also lists specifications and applications for some of these products.
The document is a summer internship report submitted by Sumit Singh detailing his internship from 09/06/2016 - 23/07/2016 with Skyline engineering contracts (India) pvt. Ltd. on a residential building project. The report includes details of the project such as building materials used including cement, sand, aggregates, reinforcement steel. It also describes the machinery used on site such as batching plants, concrete pumps, transit mixers etc. and procedures followed for demarcation, concrete casting of slabs and beams, staircase construction and brickwork.
This document provides details on the proposed design and construction costs for a mixed-use development project in Kuala Lumpur, Malaysia. It includes a 50-story office tower, 4-story retail block, underground parking, landscaping, and pedestrian walkways. The project aims to achieve a Green Building Index Platinum rating by incorporating various green building and energy efficiency features. A breakdown of the construction costs is provided for different elements of the project based on rates from cost handbooks and previous similar projects.
This document provides information about a proposed luxury condominium development called The Luxueux in Kuala Lumpur. It includes details about the client's requirements, the location, benchmark project, and proposed design. The client wants a high-end luxury development completed within 2.5 years and on budget. The site is located in Brickfields near amenities. The benchmark project is KL Gateway Premium Residence, a similar high-end development with two towers, 466 units, and facilities like pools and gardens. The document also outlines the consultant company profile and proposed design, unit finishes, and cost estimates for The Luxueux.
This document provides information about a proposed luxury condominium development called The Luxueux in Kuala Lumpur. It includes details about the client's requirements, the location, benchmark project, and proposed design. The client wants a high-end luxury development completed within 2.5 years and on budget. The site is located in Brickfields near amenities. The benchmark project is KL Gateway Premium Residence, a similar high-end development with two towers, 466 units, and facilities like pools and gardens. The document also outlines the consultant company profile and proposed design, unit finishes, and cost estimates for The Luxueux.
The document provides details of a proposed mixed-use development project in Singapore, including:
- An overview of the site location and requirements for the development
- Descriptions of the proposed buildings, which include two office towers, retail space, and a childcare centre
- A breakdown of the estimated construction costs totaling $771.4 million, including preliminaries, structural works, architecture, mechanical and electrical works, and contingencies
- Assumptions made in developing the cost estimate and descriptions of proposed green building features to be incorporated into the design.
The document provides details on the proposed development of a mixed-use building on a plot of land in Singapore. It includes a project introduction describing the client's requirements for a Grade A green building. It then provides details on the site location and subdivision, and proposed uses for each plot. The building will feature office space, retail, a childcare center, and green building elements like a green wall, rainwater harvesting, and solar panels. It also includes a construction cost breakdown estimating the project will cost $771.4 million, and lists key assumptions made in the cost estimation.
IRJET- Analysis of Flood Resistant Rehab ShelterIRJET Journal
This document discusses the analysis of a flood resistant rehabilitation shelter design. It begins with an abstract that outlines an initiative to quickly rehouse people who have lost homes during floods. It then provides background on floods in India, the need for sustainable and flood-resistant development. The document describes the methodology, including specifications for a residential building design that can be constructed rapidly. It details the site investigation and plan for the building. Finally, it explains the structural analysis of the building design using STAAD Pro software.
Project Management and Development Economics Project (PM)Pang Khai Shuen
This document provides a project proposal for a mixed development on a 10-acre land parcel near Taylor's University in Selangor, Malaysia. It includes an analysis of the project background, location strengths and weaknesses, a benchmarking comparison to Mutiara Damansara township, and concepts for quality management, risk analysis, and post-construction maintenance. The development will include shop/office lots, double-storey terrace houses, and low-cost houses over a two-year construction period. Key strengths are the strategic location near education institutions and high population density. Ingress/egress and parking are noted weaknesses.
This document provides details for the proposed Robson Residence development project. It includes a 38-storey residential building development with two towers containing 404 units total. It will have two basement levels for parking, seven floors of podium parking, and a facilities floor. Amenities will include a swimming pool, gym, playground, and sky lounge. The development aims to provide luxury residences with green space and city views in Kuala Lumpur.
ARC 3612 PROJECT MANAGEMENT- PROJECT 1- DEFINING AND DOCUMENTING A RESIDENTIA...Angeline KH
This document outlines the design development for renovating a residential property. It includes sections on project management, preliminary study, and design development. For design development, it provides architectural plans and elevations, structural plans, and details for civil, mechanical, electrical, interior, and landscape design. Calculations are shown to verify the structural feasibility of the renovations. The level of detail in the document demonstrates comprehensive planning and coordination between disciplines to redesign the compact living space.
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Please download this presentation to enjoy the hyperlinks!
Collapsing Narratives: Exploring Non-Linearity • a micro report by Rosie Wells
Building Economics Report
1. Bachelor of Quantity Surveying (Honours)
School Of Architecture, Building & Design
Semester 5
Building Economics (QSB60804)
GROUP ASSIGNMENT
Name Student ID
Soo Yon Li 0322821
Yip Xiaojung 0323852
Tham Kai Loon 0323593
Goh Jia Jun 0323302
Zachary Ooi 0323120
Kok Ka Shing 0323553
Lee Lin Hui 0322797
Yeoh Sin Yuen 0323737
Lecturer: Sr Shirley & Ms Nurulhuda
2. Page | 2
TABLE OF CONTENTS
Pages
1.0 Introduction
1.1 Client Brief ------------------------------------------------------------------------------ 3
1.2 Key Features of the Location & Site ---------------------------------------------- 6
1.3 Accessibility ---------------------------------------------------------------------------- 9
1.4 Benchmark Project ------------------------------------------------------------------- 10
2.0 Design Proposal
2.1 Foundation System ------------------------------------------------------------------- 11
2.2 Slab System ---------------------------------------------------------------------------- 12
2.3 Architectural Features --------------------------------------------------------------- 13
2.4 Special Facilities ---------------------------------------------------------------------- 18
3.0 Construction Cost
3.1 Overall Construction Cost Analysis ---------------------------------------------- 22
3.1.1 Basement ---------------------------------------------------------------------------- 26
3.1.2 Podium ------------------------------------------------------------------------------- 28
3.1.3 Tower A ------------------------------------------------------------------------------ 30
3.1.4 Tower B ------------------------------------------------------------------------------ 32
4.0 Specification and Schedule of Finishes ------------------------------------- 35
5.0 Conclusion --------------------------------------------------------------------------- 39
6.0 Appendices --------------------------------------------------------------------------- 42
3. Page | 3
1.0 Introduction
1.1 Client Brief
Lion Development Group
19F & 30F, Singapore Land Tower, 50 Raffles Place, Singapore
048623
Recipient: SYL & Associates
Date: 19th
October 2018
Dear SYL & Associates,
As you have known, we have a land in the heart of Kuala Lumpur, and we would like to
further develop the land into a luxurious and modern serviced apartment. We have
certain standards that we would like you and your team to follow and adhere to. That
being said, we would like your team to propose a cost plan based on the drawings
provided by our architect. The scope of work for you and your team would be proposing
the building elements and the cost plan. The cost plan shall be produced and presented
to us to fully understand the sustainability of the project. Please find attached below the
brief and the drawings.
Yours sincerely,
Johnson Lim
Project Development Head
Lion Development Group
Ref: SKL-181019-MYS/SYL-1/3
4. Page | 4
Project Details
Development Type: Service Apartments
Development Nature: Two 37-Storey Towers with 7 Podium Car Park Levels with
basements
Project Location: refer to map below
Expected Expenditure: RM200mil
Project Standards: Medium/High-End Luxurious Residential Apartments
As shown above, this project is a 38-Storey twin-towers which consists of 7 podium
levels and 2 Basement Levels. Levels 8-38 is for the residential units, which consist of
different units, ranging from Type A-G (7 units per tower). The 7 Podium levels will
include car parks for each unit, a common level for the amenities for the residents.
Please refer to the drawings provided by our Architect for further information.
Our expected expenditure for this project would be up to RM200mil. The costing must
be managed correctly, and we expect the highest quality & value for the project. The
aim for this project is catered towards future homeowners and working adults around
the Kuala Lumpur City Center. Another main criterion is for the building to be
earthquake resistant, considering recent incidents in Lombok, Indonesia.
Ref: SKL-181019-MYS/SYL-2/3
5. Page | 5
The project location would be in the heart of Kuala Lumpur, so quality must be of the
utmost importance. It must not affect the surroundings and the site must be easily
accessible.
Address: Lot 160, Jalan Robson, Taman Persiaran Desa, 50460 Kuala Lumpur,
Wilayah Persekutuan Kuala Lumpur
Ref: SKL-181019-MYS/SYL-3/3
6. Page | 6
1.2 Key Features of the Location & Site
The site would be located in Kuala Lumpur, facing the Klang River. Surrounding the site
is multiple public amenities. This includes schools, restaurants, shopping malls,
temples, event spaces and others. Public transportation around the area is also
available. This includes the Mid Valley KTM station, several bus stations (RapidKL), Tun
Sambanthan Monorail Station and the Bank Rakyat Bangsar LRT station as well.
Surrounding the site is also several residential areas, which consist of mixed
developments.
9. Page | 9
1.3 Accessibility
Accessibility to the site is fairly easy as the main road (Jalan Syed Putra) is wide and is
connected by the main Federal Highway (Lebuhraya Persekutuan). However, the road
will be populated during rush hour. Therefore, proper planning would be needed to
avoid any clashing between the timings. Construction hours must also be arranged
accordingly to prevent any disturbance to the surroundings. This also means that there
will be no need to construct any additional entrance/exit to the site.
10. Page | 10
1.4 Benchmark Project
Project Name: One Amerin Residence
Our benchmark project has chosen One Amerin Residence, which located in Balakong,
Selangor. This project is developed by famous developer Capital Trend Asia (CTA)
group.
We chose this project as the nature and design are quite similar to this proposed
project. First of all, One Amerin consist of a mall and 2 towers of five-star luxury
apartments. Total GFA of One Amerin is 38155 m2. The mall is a 3 level of retail
podium while the residence is two towers of 20 levels of serviced apartments with 304
units each. Apart from that, the apartment provides luxury facilities such as private car
park, swimming pool, gym, sauna, BBQ zone, yoga zone, mini market, terrace garden,
activities rooms, badminton courts and sky garden.
Another reason we chose this project as the benchmark project is the developer
(CTA group) of such project plans to provide residents with a hotel-inspired environment
with top-notch club house facilities. Other than that, they provide high-security system
with three-tier security system to ensure that residents experience the utmost privacy
and security.
11. Page | 11
2.0 Design Proposal
2.1 Foundation System
As the building is over 160 meters high, our team is suggesting to use Jack-In Spun Pile
for the foundation. As per the site survey and evaluation from our consultant team, we
find that it is the most suitable for this project. This high-rise building requires a good
and strong foundation to be able to sustain such loads.
The jack-in piling system is a relatively modern deep foundation piling system where
dead weights are used to exert pressure to drive piles into the ground. Furthermore,
using a vibrated jack-in pile can minimize vibration and noise, considering the
surroundings which are filled with residential areas. It would mitigate any risks of
damaging the buildings in the vicinity. When compared to other pile driving methods, it
is safer and minimize any potential risks due to our restricted working space. It is also
considered to be more environmentally friendly method as it eliminates the need for
excavation, which in turn reduce the waste produced.
Therefore, with all the benefits of using a jack-in pile, we would recommend to use this
method for the project.
12. Page | 12
2.2 Slab System
The slab system proposed for this building is post-tensioned slab. The post-tensioned
slab is an excellent method to construct stronger structures at an affordable price. Post-
tensioned slab can be built in thinner concrete sections and longer spans between
supports. Reducing the thickness of each structural floor and reducing the number of
beams and columns can reduce the total weight of the structure and costs. Moreover,
longer spans and fewer columns meaning building with more open space and allowing
more architectural freedom. Furthermore, Post-tensioned slab requires few joints only,
which reduce shrinkage cracking and also improves crack control and waterproofing
properties. This reduces the overall maintenance and life-cycle costs of this proposed
building
13. Page | 13
2.3 Architectural Features
2.3.1 Granite Grand Lobby
Granite is the well-known igneous rock with large grain. It has been commonly used in
both interior and exterior applications to wow potential customers. As granite tiles are
very dependable, it used in our grand lobby and lift lobby in order to produce
impressions of elegance, durability, and lasting quality. Although granite often costs
significantly higher than other man-made materials, we still prefer in our project because
its color will not sheen from exposure the elements, aesthetic reserved. Hence, client no
need to worry staining or causing damage on it easily, at the same time, attractive
looking can keep pace with growing business for years to come. “For boutique and
destination hotels, the lobbies and bars are key factors that people are choosing a hotel
for,” agrees Antonopoulos.
14. Page | 14
2.3.2 Yoga Deck & Wooden Louvres
Wood is preferred when building yoga decks because it creates a very naturally
attractive look. Due to its natural beauty, yoga deck already look vibrant without extra
decoration or enhancement. We actually applied a newer trend in the decking industry,
which is low maintenance decking. The deck frame is constructed with pressure treated
lumber, while the flooring and railings are covered with PVC or vinyl. Hence, it provided
a unique look as well as requires only little maintenance. Yoga deck at Podium 7
provides customers a gorgeous place for their healthy activities, make them feel
peaceful and leisure.
Wooden louvres are required as one of our architectural design which located at podium
7 near the yoga deck and sky jacuzzi , intend to protect customers against sun and heat
by controlling amounts of sunlight enter the house. Our wooden louvres used are fixed
wooden blade louver and made of durable thermally modified wood in order to ensure it
last longer. Moreover, it also applied as an attractive alternative to the traditional blinds
or other window treatments for decoration purpose.
15. Page | 15
2.3.3 Garden Landscape
Variety of blossoms and trees will be fused into our building structure to make the place
feel natural and look aesthetic. One of the numerous advantages of having a garden
scene is that the greeneries can decrease warm from the sun beams with the end goal
to make the encompassing feel more cooler mid the day. To include facilitate greenery
and a place for occupants to loosen up, a roof garden will likewise be joined into the
structure. Furthermore, greenhouses accompany numerous advantages like improving
air quality and great spaces for relaxation and enjoyment with its alluring condition.
Stones will be incorporated to fill in as a walkway while giving the territory an enamoring
visual conversely with the greeneries to abstain from making the garden look stuffed.
16. Page | 16
2.3.4 Finishing Table
PU Paint Timber Strips
Location : Loading bay & Carpark/Driveway
Finishing To : Floor
Location : Bedrooms, Living, Study room
Finishing To : Floor
Cement Render Moisture Resistance Plasterglass Board
Location : M&E Room, BOH, Staircase &
Loading Area
Finishing to : Floor
Location : Bathroom & Powder room
Finishing to : Ceiling
800 x 800 Granites Tiles 300mm x 600mm Homogeneous Tile
18. Page | 18
2.4 Special Facilities
Fitness Facilities – Gym Room
A gym room which is above the podium level that operates for 24 hours. The residents
can certainly expect panoramic city views and enjoy infinity pool view. The gym room is
equipped with variety of equipment such as strength training, toning, cardio workouts
and bodybuilding. This will be complimentary for the residents to enjoy the fitness in
residential and no membership sign up needed unless for additional equipment,
personal trainers or yoga instructors can be arranged on request. Restricted access to
the gym entrance is required which is to prevent public users to this facility.
19. Page | 19
Swimming Pool
An outdoor infinity swimming pool will be located at the common area – the podium
between two apartments for the convenience of residents. A wading pool will be
provided for convenience of kids to enjoy the fun of swimming and it is located front of
the infinity pool. The infinity pool offering residents for a nice morning swim while
watching the morning light hit the cityscape that make up a perfect morning.
20. Page | 20
Jacuzzi
The jacuzzi with sundecks will be located besides the infinity pool that available for the
residents’ family for bonding sessions. Residents can also relax in jacuzzi in the shade
of trees that surrounded with greenery provide for privacy.
Sky lounge
The sky lounge with 4 metres glass window height which located at each tower roof
level, offering KL cityscape as a panoramic backdrop is available for any event. The
cozy seating area with best night view will be a ideal venue for the residents to chill and
relax after a long day.
21. Page | 21
Multipurpose meeting room
There will be a few multipurpose meeting room which can be used other than meetings
such as small party or gathering that benefits for residents having event without
problems. For the meeting room at common area level, it is connected to a sky deck
and have a small garden area for the residents to enjoy the night of cityscape.
Children Amenities: Games Room/Mini Library
A games room that offering with a range of board games and with a mini library located
at the common area for the residents’ kids and spend their day in here. The access to
the games room is restricted to residents via residential identity card to ensure the
safety of kids in this area.
22. Page | 22
3.0 Construction Cost
Diagram 3.1 - The range of cost per square meter for domestic in JUBM handbook
The table above shows the price of an average standard high rise apartments per
square metre. From the table, it is shown that an average price in the building per
square metre is within RM1,200/m2 to RM1,600/m2. As for services of apartments, it is
priced at RM300/m2 to RM550/m2 and resulting a total of RM1,500/m2 to RM2,150/m2.
Well, our construction cost for this project lies in between the handbook range of JUBM,
one of the biggest consultant firm in Malaysia.
23. Page | 23
3.1 Overall Construction Cost Analysis
The estimated construction cost for the main building work is to be approximately RM
137,951,528.01 excluding the cost of external works, preliminaries and contingencies.
The summary for the cost allocation at different part of the building is illustrated in the
table and pie charts in the followings:
Building CFA
(m2)
Cost per m2
of CFA
(RM)
Estimated
Construction Cost
(RM)
Basement 8,054 1,613.64 12,996,757.87
Podium 28,750 934.93 26,575,860.77
Tower A 25,885 1,808.02 46,801,203.38
Tower B 26,305 1,808.01 47,559,700.31
Sub-Total for Main
Building Works
88,994 1,550.12 137,951,528.01
Table 3.1: Cost summary for the Main Building Works
24. Page | 24
The total estimated construction cost for the project to be approximately RM
165,783,248.79 including the cost of preliminaries and contingencies are illustrated in
the table below:
Item Estimated Construction Cost
Main Building Work 137,951,528.01
External Works & Ancillary Works 4,018,005.67
Preliminaries (10%) 13,795,152.80
Subtotal (Excluding Contingencies) 155,764,686.48
Contingencies (5%) 6,897,576.40
Cost Escalation (4.5%) 7,138,991.57
Total Estimated Construction Cost 165,783,248.79
Table 3.2: Cost allocation summary for the total development
25. Page | 25
Diagram 3.2- Pie Chart Illustration for Overall Project Cost Breakdown
The main building works constitute the greatest portion of the total estimated
construction cost at 81%. The basement has lowest construction floor area of 8,054 m2
with a cost of RM 1,613.64 per m2 that amounts 8% of the overall construction cost.
The podium has a construction floor area (CFA) of 28,750 m2 that amounts to 18% of
the overall construction cost with a rate of RM 924.39 per m2 of CFA. Each of the
towers costs approximately RM 47 million with a rate of RM 1,808.01 per m2, however,
the cost of tower A would be slightly higher than tower B due to the bigger construction
floor area. The budgetary cost allowances made for external works & ancillary works
contributes around 3% of the construction cost at RM 4,018,005.67. Assuming that the
tender for the project would be called in one year’s time, the cost escalation of the
project is estimated to be around RM 7,138,991.57 based on predicted inflation rate at
4%. Preliminaries and Contingencies is allowed to be 8% and 4% of total construction
cost of the Main Buildings Works. The total development cost is estimated to be around
RM 166million.
BASEMENT, 8%
PODIUM, 16%
TOWER A, 28%
TOWER B, 29%
EXTERNAL WORK
& ANCILLARY
WORKS, 2%
PRELIMINARIES,
8%
CONTINGENCIES,
4%
COST ESCALATION,
4%
Cost Breakdown
BASEMENT
PODIUM
TOWER A
TOWER B
EXTERNAL WORK & ANCILLARY WORKS
PRELIMINARIES
26. Page | 26
3.1.2 Cost Breakdown for Basement
Functional Element Cost per m2 of CFA Estimated
Substructure 397.86 3,204,458.66
Structural Frame 549.11 4,422,702.16
Total Structural Cost 946.97 7,627,160.82
External Walling and
Finishes
25.80 207,801.20
Roof Covering, etc 0.00 0.00
Internal Walling 58.41 470,413.59
Internal Finishes 265.18 2,135,878.98
Fittings, etc. 71.12 572,853.13
Total Architectural Cost 420.51 3,386,946.90
Services 232.03 1,868,837.92
Total M&E Cost 246.16 1,982,650.15
Total Estimated
Construction Cost
1,613.64 12,996,757.87
Table 3.3 - The Estimated Cost Allocation for Functional Elements of the Basement
Diagram 3.3 - Pie Chart Illustration for Basement Cost Breakdown
SUBSTRUCTURE,
25%
STRUCTURAL
FRAME, 34%
EXTERNAL
WALLING AND
FINISHES, 2%
INTERNAL
WALLING, 4%
INTERNAL
FINISHES, 17%
FITTINGS, 4%
SERVICES, 15%
Cost Breakdown
SUBSTRUCTURE
STRUCTURAL FRAME
EXTERNAL WALLING AND FINISHES
INTERNAL WALLING
INTERNAL FINISHES
FITTINGS
27. Page | 27
The estimated cost of construction for 2 floors of basement is 12,996,757.87 including the
external works and ancillary works to be carried out. Of all the amounts estimated to construct
2 floors of basement, the structure seized up to an approximate of 59%, architectural at 26%
and M&E services at 15%. The main reason why structure cost takes up most of the
construction cost is because the basement must be constructed with the most rigid concrete,
therefore the concrete grade used in basement are higher in grade, costing at RM87.98/sqft.
The wall finishes used in both floors of basement is the market price. The wall finishes used in
both basement is cement and sand rendering. The reason being is because basement is not the
main attraction and usable area for the purchaser therefore, cost of wall finishes can be
reduced. As for the external finishes, we chose weather shield paint because it is often exposed
to sun and rain.
We have also included the automatic sprinkler system and PA system in basement. Although
basement is not the main usable area to the purchaser yet it must still be protected when there
is fire occurrence. PA system is embedded as well to notify any announcement to the people in
basement, and by this it can alert them. Security also takes up the cost for basement, as we will
be hiring security guards as well as making a security house to improve the efficiency of the
security guards.
28. Page | 28
3.1.2 Cost Breakdown for Podium
Table 3.4 - The Estimated Cost Allocation for Functional Elements of the Podium
Diagram 3.4 - Pie Chart Illustration for Podium Cost Breakdown
SUBSTRUCTURE,
11.02%
STRUCTURAL
FRAME, 36.56%
EXTERNAL
WALLING AND
FINISHES, 8.78%INTERNAL
WALLING, 9.28%
INTERNAL
FINISHES, 8.57%
FITTINGS, 0.30%
SERVICES, 25.49%
Cost Breakdown
SUBSTRUCTURE
STRUCTURAL FRAME
EXTERNAL WALLING AND FINISHES
INTERNAL WALLING
INTERNAL FINISHES
FITTINGS
Functional Element Cost per m2 of CFA Estimated
Substructure 100.29 2,883,297.38
Structural Frame 332.77 9,567,004.39
Total Structural Cost 433.06 12,450,301.77
External Walling and
Finishes
79.95 2,298,530,52
Roof Covering, etc - -
Internal Walling 84.47 2,428,478.71
Internal Finishes 78.04 2,243,618.78
Fittings, etc. 2.71 77,911.42
Total Architectural Cost 376.46 10,823,074.41
Services 232.03 6,670,769.69
Total M&E Cost 256.70 7,077,019.56
Total Estimated
Construction Cost
934.93 26,575,860.77
29. Page | 29
The pie chart above shows the distribution of the cost breakdown in the Podium. By
having a rough look over the chart, it shows that the structural frame occupies a major
amount of the cost, at 36.26% in the podium as in the frame are the most important
element in the building. We have chosen according to the engineer’s specification for
concrete grade for our framing system. The engineer did suggest higher concrete grade
and resulting a higher cost in the structure cost.
As for the internal wall and floor finishes, we have chosen cement and sand and also
PU paint for the main element for as we podium will not be the main usable area for the
building which is car park and other M&E purpose unit, therefore we have cut cost in the
finishes for wall and floor. The contractor has priced both averaging RM26.40/sq metre.
At the same hand, services is one of the most important elements that need to be
secure and install properly in the building in order to ensure the building will be
delivering the usage and purpose of the building itself in a very complete and safe way.
By having all the fire service protection, HVAC, and also the electronic supply, all these
elements need to be install by sub-contractor and it need to be only installed by
profession with proper knowledge and license which it will generally create a higher cost
for overall services cost in order to secure the safety and deliver the best service to the
users of the building . At the same time, the contractor included the fees for signage
which will improve the navigation purpose of the user in the podium with easy and
recognizable wording and easy to let the user able to understand and improve the
whole podium’s usage friendly.
Not only that, since the podium building itself isn’t the main usable area of the building
thus it doesn’t have much of the sanitary appliance that compare to tower building’s
structural since it is mainly for vertical transportation and car park purpose and it result
in a lowest cost in the sanitary and fitting section of the cost breakdown in the podium
as the contractor doesn’t have to imply or secure the fees for the sanitary units which
may result in a higher cost in the end.
30. Page | 30
3.1.3 Cost Breakdown for Tower A
Functional Element Cost per m2 of CFA Estimated
Substructure 100.29 2,596,042.75
Structural Frame 510.38 13,211,487.59
Total Structural Cost 610.67 15,807,530.34
External Walling and
Finishes
143.35 3,710,666.36
Roof Covering, etc 29.05 751,969.71
Internal Walling 106.78 2,763,946.68
Internal Finishes 262.76 6,801,898.50
Fittings, etc. 39.80 1,030,181.80
Total Architectural Cost 581.74 15,058,663.05
Services 615.60 15,935,009.99
Total M&E Cost 615.60 15,935,009.99
Total Estimated
Construction Cost
1808.01 46,801,203.38
Table 3.4 - The Estimated Cost Allocation for Functional Elements of the Tower A
Diagram 3.5 - Pie Chart Illustration for Tower A Cost Breakdown
SUBSTRUCTURE,
6% STRUCTURAL
FRAME, 28%
EXTERNAL
WALLING AND
FINISHES, 8%
ROOF COVERINGS,
2%
INTERNAL
WALLING, 6%
INTERNAL
FINISHES, 15%
FITTINGS, 2%
SERVICES, 34%
Cost Breakdown
SUBSTRUCTURE
STRUCTURAL FRAME
EXTERNAL WALLING AND FINISHES
ROOF COVERINGS
INTERNAL WALLING
INTERNAL FINISHES
FITTINGS
31. Page | 31
The total cost of construction for Tower A is RM 46,801,203.38 including M&E services.
The bulk of the cost goes to services with 34% of the total construction cost. Besides
that, structural frame takes up the second highest percentage of the total cost of
construction at 28%. The cost for structural frame is relatively average in our building
due to the use of post-tensioned slab which is constructed at an affordable price.
Internal Finishes we recommend being used in parts of our tower are granite tiles which
contribute to the higher cost of internal finishes. Although the initial cost of using
granites tiles is higher, it can prove to be a cost saver for the building life cycle in the
long run due to the reduced need for constant maintenance. The cost of external
finishes is relatively low as we are only using weather shield paint and not glass
facades, but even though the cost is low with the paint we are using being weather
shield paint, it will also lower the cost of maintenance in the future.
Internal walling takes up 6% of the entire cost of construction for the tower which is due
to the many compartmentalization of the units itself. Fittings and roof coverings only
contribute 2% each to the total cost of construction. Roofing only takes up 2% of the
total cost of construction because the roofing that’s being used for the tower is RC flat
roof and the area of roof is small. Fittings for the building will be sourced from trusted
local brands which is why we are able to price it at 2% of total construction cost.
32. Page | 32
3.1.4 Cost Breakdown for Tower B
Functional Element Cost per m2 of CFA Estimated
Substructure 100.29 2,638,131.46
Structural Frame 510.38 13,425,561.21
Total Structural Cost 610.67 16,063692.67
External Walling and
Finishes
143.35 3,770,826.05
Roof Covering, etc 29.05 764,161.12
Internal Walling 106.78 2,808,851.10
Internal Finishes 262.76 6,911,909.68
Fittings, etc. 39.80 1,046,940.19
Total Architectural Cost 581.74 15,302,688.14
Services 615.60 16,193,319.49
Total M&E Cost 615.60 16,193,319.49
Total Estimated
Construction Cost
1,808.01 47,559,700.30
Table 3.4 - The Estimated Cost Allocation for Functional Elements of the Tower B
33. Page | 33
Diagram 3.6 - Pie Chart Illustration for Tower B Cost Breakdown
The total cost of construction for Tower B is RM 47,559,700.30 including M&E services.
The bulk of the cost goes to services with 34% of the total construction cost. Besides
that, structural frame takes up takes up the second highest percentage of the total cost
of construction at 28%. The cost for structural frame is relatively average in our building
due to the use of post-tensioned slab which is constructed at an affordable price.
Internal Finishes we recommend to be used in parts of our tower are granite tiles which
contribute to the higher cost of internal finishes. Although the initial cost of using
granites tiles is higher, it can prove to be a cost saver for the building life cycle in the
long run due to the reduced need for constant maintenance. The cost of external
finishes is relatively low as we are only using weather shield paint and not glass
facades, but even though the cost is low with the paint we are using being weather
shield paint, it will also lower the cost of maintenance in the future.
Internal walling takes up 6% of the entire cost of construction for the tower which is due
to the many compartmentalization of the units itself. Fittings and roof coverings only
SUBSTRUCTURE,
6% STRUCTURAL
FRAME, 28%
EXTERNAL
WALLING AND
FINISHES, 8%
ROOF COVERINGS,
2%
INTERNAL
WALLING, 6%
INTERNAL
FINISHES, 15%
FITTINGS, 2%
SERVICES, 34%
Cost Breakdown
SUBSTRUCTURE
STRUCTURAL FRAME
EXTERNAL WALLING AND FINISHES
ROOF COVERINGS
INTERNAL WALLING
INTERNAL FINISHES
FITTINGS
34. Page | 34
contribute 2% each to the total cost of construction. Roofing only takes up 2% of the
total cost of construction because the roofing that’s being used for the tower is RC flat
roof and the area of roof is small. Fittings for the building will be sourced from trusted
local brands which is why we are able to price it at 2% of total construction cost.
35. Page | 35
5.0 Conclusion
No. Item CFA (m2) Rate
(RM/m2)
Total
(RM)
1 Basement 8,054 1,613.64 12,996,757.87
2 Podium 28,750 934.93 26,575,860.77
3 Tower A 25,885 1,808.02 46,801,203.38
4 Tower B 26,305 1,808.01 47,559,700.31
Subtotal (No. 1-4) 88,994 1,550.12 137,951,528.01
5 External Works & Ancillary
Works
46,58 45.15 4,018,005.67
6 Preliminaries - - 13,795,152.80
Subtotal (No. 1-6) - - 151,746,680.81
7 Contingencies - - 6,897,576.40
8 Cost Escalation - - 7,138,991.57
Grand Total (No. 1-8) - - 165,783,248.79
As a summary, the cost plan above shows the cost distribution for the different portions
of the building for easy analysis. The basement which consists of 2 levels, each 3.30m
high is designated for usage of vehicle parking. The total number of parking lots come in
a total of 179 lots. The total construction floor area (CFA) of basement is 8,054 m2 and
the total costing is RM 12,996,757.87.
The podium is divided into three sections, with the ground floor is being lounge and
36. Page | 36
consist of ancillary areas such as M&E rooms, nursery and parking lots. The 1st to 6th
floor consist more vehicle parking lots, coming in a total of 465 units. The floor of the
podium consists of a facilities level which accommodates a café, infinity pool, yoga
decks, games rooms with mini library, gym room, multipurpose rooms and etc. The total
construction floor area (CFA) comes in total 28,750 m2 and the total costing is RM
26,575,860.77.
The tower A & B are similar in function which accommodate the residential units of
development from level 8 to level 38. Above that, is the roof facilities which consists of a
roof garden, sky lounge and AV room; and the lift motor room is even located another
level above it. The total number of residential units comes in 300 units with the total
costing of tower A is RM 46,801,203.38 and tower B is RM 47,559,700.31.
Further cost that has been allocated for other work, such as external building works and
ancillary work, coming up to RM 4,018,005.67. Preliminaries, RM 13,795,152.80 has
based on an allocation of 10% of items 1 to 4 above. Contingencies has been included
consisting of 5% of the items 1 to 4 coming up to RM 6,897,576.40. Cost escalation has
been allowed for consisting of 4.5% of the total amount (items 1 to 7) coming up tp RM
7,138,991.57 based on the forecasted inflation rate for following year, as it is assumed
that the tender is to be called in one year.
In summary, the total CFA for this entire construction project would come up to 88,994
m2. The final amount comes up to RM 165,783,248.79. Seeing as this project has much
potential with respect to its proximity to major points of interest in the Klang Valley, it
would be recommended that this project be taken, promising much return if carried out
well.
In order to be able to finance the project in 1 year time, it would be recommended that a
financial commitment of at least RM 160,060,082.90 be guaranteed through capital and
loans as of now.
DPV = P(1/(1+i) n )
RM 165,783,248.79 *(1/(1+0.03) 1 ) = RM 160,060,082.90
37. Page | 37
With P being the total sum of development, and i being the interest rate (assumed 3%)
and n being the number of years.
42. Page | 42
Scope of Works
Name Scope of Works
Soo Yon Li Calculation of GFA & Cost Breakdown of Basement,
GF & Podium
Yip Xiaojung Calculation of GFA & Cost Breakdown of Tower A,
Preparation of Introduction & Design Proposal,
summary of Cost Appraisal
Goh Jia Jun Calculation of GFA of Roof Floors & Podium,
Preparation & Compilation of Report & Design
Proposal
Kok Ka Shing Calculation of GFA of Tower B & Cost Breakdown of
Tower B
Tham Kai Loon Calculation of GFA & Cost Breakdown of Podium
Zachary Ooi Calculation of GFA & Cost Breakdown of Tower B
Lee Lin Hui Calculation of GFA of Tower B & design proposal &
conclusion
Yeoh Sin Yuen Calculation of GFA of Tower B & design proposal &
presentation slides