This document contains information related to a quantity surveying software application assignment, including an estimate summary for a job with a cost of $119,684. It also includes a price list with material and labor costs for various trades like frame, doors, sanitary fittings, staircases, flooring and more. The price list provides item descriptions, units, rates and dates they were last updated.
This document provides information about various types of filter plates from Jing Jin Europe S.R.L., an Italian company. They offer membrane filter plates, companion filter plates, recessed filter plates, leak free filter plates that are recessed and membrane, plates and frame filter plates, and can also provide special filter plates upon request. Contact information and the company address are also provided.
This document is a report on software applications for quantity surveying. It evaluates several Building Information Modeling (BIM) quantity surveying software programs and discusses the benefits of BIM, CAD, and manual measurement methods. The report is divided into two parts, with Part A focusing on the functions and limitations of BIM software programs Buildsoft, Glodon, CostX, and Vico. Part B then discusses the benefits and constraints of each measurement method for various project stages from preparation to post-construction. Overall, the report provides a detailed analysis and comparison of BIM software and measurement techniques for quantity surveying.
A client wishes to develop a RM 600 million hotel and shopping complex in Kuala Lumpur within 20 months to take advantage of the upcoming Commonwealth Games. The client wants full control over design with the ability to make changes, construction to begin before design completion, a flexible budget, and a reasonably transparent but effective contractor selection process. As a consultant quantity surveyor, the document requests a proposal and presentation outlining the best procurement, tendering, and contract arrangement to meet the client's requirements, including a final recommendation.
This document provides a project proposal for developing a RM600 million hotel and shopping complex in Kuala Lumpur. It recommends using a management contracting procurement strategy, two-stage selective tendering method, and a cost plus contract with a guaranteed maximum price. Management contracting is proposed because it allows client involvement, time savings through overlapping design and construction, competitive tendering of work packages, and clear roles. Two-stage tendering allows early contractor appointment based on qualifications. The cost plus contract with GMP provides price certainty for the client's flexible budget.
This document discusses different procurement methods for a proposed 200-unit semi-detached residential housing project with sustainable features. It recommends the traditional procurement method, assessing the suitability of traditional, management contracting, and design-build approaches. It suggests using a lump sum contract with quantities and the PAM Contract 2006 standard form. Design-build is also described, outlining its potential benefits like single point responsibility but noting developers in Malaysia commonly prefer traditional procurement.
Supreme Sdn Bhd submitted tender documents and a tender bond of RM5000 to Taylor's Homes Sdn Bhd for a proposed construction of a demonstration house. Sharon Chow Ci Yung, Managing Director of Supreme Sdn Bhd, wrote several letters to various companies requesting price quotes for materials including steel reinforcement bars, paints, roller shutters, formwork rental, and other building materials.
This document provides information about various types of filter plates from Jing Jin Europe S.R.L., an Italian company. They offer membrane filter plates, companion filter plates, recessed filter plates, leak free filter plates that are recessed and membrane, plates and frame filter plates, and can also provide special filter plates upon request. Contact information and the company address are also provided.
This document is a report on software applications for quantity surveying. It evaluates several Building Information Modeling (BIM) quantity surveying software programs and discusses the benefits of BIM, CAD, and manual measurement methods. The report is divided into two parts, with Part A focusing on the functions and limitations of BIM software programs Buildsoft, Glodon, CostX, and Vico. Part B then discusses the benefits and constraints of each measurement method for various project stages from preparation to post-construction. Overall, the report provides a detailed analysis and comparison of BIM software and measurement techniques for quantity surveying.
A client wishes to develop a RM 600 million hotel and shopping complex in Kuala Lumpur within 20 months to take advantage of the upcoming Commonwealth Games. The client wants full control over design with the ability to make changes, construction to begin before design completion, a flexible budget, and a reasonably transparent but effective contractor selection process. As a consultant quantity surveyor, the document requests a proposal and presentation outlining the best procurement, tendering, and contract arrangement to meet the client's requirements, including a final recommendation.
This document provides a project proposal for developing a RM600 million hotel and shopping complex in Kuala Lumpur. It recommends using a management contracting procurement strategy, two-stage selective tendering method, and a cost plus contract with a guaranteed maximum price. Management contracting is proposed because it allows client involvement, time savings through overlapping design and construction, competitive tendering of work packages, and clear roles. Two-stage tendering allows early contractor appointment based on qualifications. The cost plus contract with GMP provides price certainty for the client's flexible budget.
This document discusses different procurement methods for a proposed 200-unit semi-detached residential housing project with sustainable features. It recommends the traditional procurement method, assessing the suitability of traditional, management contracting, and design-build approaches. It suggests using a lump sum contract with quantities and the PAM Contract 2006 standard form. Design-build is also described, outlining its potential benefits like single point responsibility but noting developers in Malaysia commonly prefer traditional procurement.
Supreme Sdn Bhd submitted tender documents and a tender bond of RM5000 to Taylor's Homes Sdn Bhd for a proposed construction of a demonstration house. Sharon Chow Ci Yung, Managing Director of Supreme Sdn Bhd, wrote several letters to various companies requesting price quotes for materials including steel reinforcement bars, paints, roller shutters, formwork rental, and other building materials.
This document describes SILQ Sdn Bhd, a property development company in Malaysia. It provides information on the company's vision, mission, goals, leadership, organizational structure, departments, and training courses. The company aims to be an internationally admired property developer. It has short term goals of providing affordable housing and long term goals of achieving high revenue and expanding overseas. The document outlines the roles and responsibilities of different management levels and departments within the company's hierarchical structure. It also describes an occupational health and safety training course provided to employees.
The document discusses the procedure and essential elements involved in preparing a final account. It defines key terms like final account, provisional sums, and prime cost sums. The procedure for final account involves the contractor submitting documents within 6 months of completion for the architect to complete the account within another 6 months. Adjustments must be made for variations, remeasuring provisional quantities, omitting unused provisional/prime cost sums, and adding back nominated subcontractors' accounts. Implications of omitting works from the bill of quantities and not allowing them as provisional sums are discussed from the client and contractor perspectives.
This document outlines the proposed construction of a double storey terrace house on a corner lot in Kuching, Sarawak. The project involves building a single unit house designed by Design Network Architects. ESWEL ENGINEERS SDN BHD will serve as the civil and structural engineer, and Oompa Loompa SDN BHD will be the quantity surveyor. The document provides details on the scope of works, plans and elevations, tendering process, and proposed finishes for the house.
This document discusses procurement and tendering methods for a proposed multi-storey car park project at Taylor's University. It analyzes the traditional procurement method and design-build method, ultimately recommending design-build. It also examines open tendering, selective tendering, and negotiated tendering, providing advantages and disadvantages of each. The document aims to recommend the best procurement system and tendering method for the car park project based on the analysis.
This document provides an overview and comparison of six building information modeling (BIM) software applications for quantity surveying: On-Screen Takeoff, Innovaya, Vico Office, CostX, and Nomitech Costos Estimating Software. It describes the key functions and limitations of each software. The document is a group assignment that evaluates the software for different stages of construction projects and recommends the best option based on a comparison of their system requirements and features.
This document outlines a proposed multipurpose building project for Taylor's University. It will include lecture theaters, X-space classrooms, food retail shops, and basement parking on a rented 1200 sqm plot of land adjacent to the campus. The project aims to address overcrowding issues on campus and parking shortages by providing additional facilities and parking spaces. A work breakdown structure and cost estimates are provided, projecting the project will be financially viable through rental income over the 20-year lease period.
- The document provides a summary and recommendation for the procurement system and tendering method for Taylor's University's new campus building project in Kota Kinabalu, Sabah.
- It recommends adopting the Design and Build (D&B) procurement method due to its cost effectiveness, ability to meet the tight timeline for completion in mid-2019, and by making the main contractor solely responsible.
- The D&B method is said to allow construction to begin sooner, facilitate faster communication, and give the contractor freedom to leverage purchasing power to deliver the project at a competitive price within budget.
This document provides details for a proposed project to construct a 1 corner unit terrace house for a national housing scheme in Brunei. It includes information on the project coordinator, architects, engineers and quantity surveyor leading the project. It also includes the project title, address of the quantity surveyor firm, organizational chart, type of tender, site restrictions, plans, specifications, schedules, sums, insurances and timeline. The project aims to construct a 2-storey corner terrace house with a total gross floor area of 127.78 square meters and an estimated price of 153,336 Malaysian Ringgit over an 8 month construction period.
Estimating for projects and programmes is a core project management competence. Estimating uncertainty is generally the largest single risk to project delivery. Here, estimating best practice is described along with a few hints and tips.
The document provides details about the proposed Taylors Sport Complex Construction Project in Taylor's University Lakeside Campus. Key details include:
- The project involves constructing a new sports complex on the university's 68,797 square meter site to replace existing facilities.
- The new complex will include 3 floors with 2 futsal courts, 6 badminton courts, and 2 basketball courts to meet student demand.
- Risks include insufficient funding, failure to get approvals, and safety issues during construction.
- A project team is assembled including an architect, landscape architect, structural engineer, contractor, and quantity surveyor to plan, design, and build the complex.
- Numerous government appro
The document discusses various procurement methods and tendering processes for construction projects. It provides details on traditional procurement, design and build procurement, advantages and disadvantages of each. It also discusses open tendering, selective tendering and negotiated tendering processes. The author recommends the traditional procurement method and selective tendering process for a university project to build a multi-story car park due to benefits like better quality control, familiarity with the process, and ensuring only qualified contractors bid for the work.
DK Construction Sdn Bhd is a Grade 4 construction company based in Selangor, Malaysia. They have extensive experience constructing various projects including housing, industrial estates, and infrastructure. The document outlines DK's company profile, strengths such as their expertise, reputation, and risk management approach. It also discusses potential weaknesses as a new contractor with inexperienced laborers and restrictions on design changes due to a slim profit margin. Finally, it identifies errors in the client's tender document regarding deposit amounts, appendices, and unit specifications.
Assignment - Tender Documentation (Presentation Slide)Kai Yun Pang
This document is a tender submission for the construction of a 3-storey semi-detached house. It includes an introduction with the project details, plans showing the layout and elevations of the building, instructions for tendering, forms of contract, bills of quantities, appendices with schedules and rates. The group members and lecturer are listed and the site is described as generally flat with earthworks and infrastructure already completed. The tender submission contains standard forms and documents required for the tendering process.
The document summarizes information about a client who is a property developer constructing a new 3-story shopping mall. It discusses various procurement methods and contract forms, analyzing their advantages and disadvantages for this type of large-scale, fast-tracked project requiring knowledgeable contractors. It recommends using a management contracting procurement method along with a cost reimbursement contract form to allow flexibility given the uncertain scope of works and need for design changes.
This document is a tender submission for the proposed construction and completion of a double-storey bungalow (Type A1) on a plot of land in Bangi, Selangor, Malaysia. It includes design drawings and specifications for the project prepared by various parties. The tender submission consists of forms for the tenderer to declare pricing and project details, instructions for the tendering process, general conditions and requirements of the project, bills of quantities, schedules, and guarantees required.
This document contains information about a project tendering for works in Lot 123, Mukim, Petaling Jaya, Selangor Darul Ehsan. It lists previous projects the company worked on including housing developments and a shopping mall. It also presents the total amount of the current tender, RM 482,701.87, and evaluates the company's strengths as quality and financial standing while weaknesses include pricing and experience.
This document summarizes a group assignment presentation for an estimating course. It includes:
1) An introduction stating the group members and that they submitted a tender for a single-story show house project but were disqualified.
2) Sections on the company's organization chart, strengths, weaknesses, and errors made in the tender submission.
3) Analysis of the reasons for failure including poor preparation, lack of communication, and submitting the tender late.
4) A conclusion with recommendations for improvement to prevent similar mistakes in the future.
BinaMok Sdn Bhd is a construction company based in Selangor, Malaysia that was established in 1996 by a family fed up with poor service from other contractors. The company aims to become the contractor of choice through excellence, experience, and disciplined employees. Its mission is to develop RM 200 million worth of projects by 2021, become one of the top 3 construction companies for growth, and achieve Gold GBI ratings for all projects by 2017. BinaMok emphasizes quality, with average CONQUAS and QLASSIC ratings over 90% and 75%, and employs skilled workers with adequate training. It also promises on-time completion within 7-8 months with no additional costs through overtime, commitment of resources
DK Construction Sdn Bhd is a Grade 4 construction company based in Selangor, Malaysia. They have extensive experience constructing various projects including housing, industrial estates, and infrastructure. The document outlines DK's company profile, project team, strengths including their expertise, reputation, management skills, and experience on relevant projects. It also discusses potential weaknesses as a new contractor with inexperienced laborers and restrictions on design variations due to a slim profit margin. Finally, it notes errors in the client's tender document regarding deposit amounts, tender bonds, invitation letters, and unit specifications.
The document contains details of a tender submission by a quantity surveying group for a construction project. It includes the organizational chart of the group members and their roles. It also includes schedules for task distribution, raw rates, and calculations. The tender submission is analyzed, highlighting errors, weaknesses, and reasons for potential failure. Recommendations are provided to improve future tender submissions.
HRP Manchester Square Courtroom _Acoustic_firescreenBruce Battaliou
This document contains architectural drawings and details for glazed screens and partitions for courtrooms. It includes elevations and sections of glazed screens and partitions for magistrates courts and crown courts. It provides specifications for materials used including high density glass wool tiles, fire rated glass, timber and metal frames, plasterboard and skirting. Dimensions and fixing details are shown. The drawings are issued for tender by an architecture firm for refurbishment works at Manchester Crown Square courts.
This document contains architectural drawings and details for a proposed building project including a first floor plan, mezzanine floor plan, roof plan, elevations, building sections, and wall sections. The plans show the layout of rooms and spatial relationships. Building elements like structural systems, exterior wall assemblies, and ceiling types are labeled. Dimensions, materials, and other construction information is provided in schedules.
This document describes SILQ Sdn Bhd, a property development company in Malaysia. It provides information on the company's vision, mission, goals, leadership, organizational structure, departments, and training courses. The company aims to be an internationally admired property developer. It has short term goals of providing affordable housing and long term goals of achieving high revenue and expanding overseas. The document outlines the roles and responsibilities of different management levels and departments within the company's hierarchical structure. It also describes an occupational health and safety training course provided to employees.
The document discusses the procedure and essential elements involved in preparing a final account. It defines key terms like final account, provisional sums, and prime cost sums. The procedure for final account involves the contractor submitting documents within 6 months of completion for the architect to complete the account within another 6 months. Adjustments must be made for variations, remeasuring provisional quantities, omitting unused provisional/prime cost sums, and adding back nominated subcontractors' accounts. Implications of omitting works from the bill of quantities and not allowing them as provisional sums are discussed from the client and contractor perspectives.
This document outlines the proposed construction of a double storey terrace house on a corner lot in Kuching, Sarawak. The project involves building a single unit house designed by Design Network Architects. ESWEL ENGINEERS SDN BHD will serve as the civil and structural engineer, and Oompa Loompa SDN BHD will be the quantity surveyor. The document provides details on the scope of works, plans and elevations, tendering process, and proposed finishes for the house.
This document discusses procurement and tendering methods for a proposed multi-storey car park project at Taylor's University. It analyzes the traditional procurement method and design-build method, ultimately recommending design-build. It also examines open tendering, selective tendering, and negotiated tendering, providing advantages and disadvantages of each. The document aims to recommend the best procurement system and tendering method for the car park project based on the analysis.
This document provides an overview and comparison of six building information modeling (BIM) software applications for quantity surveying: On-Screen Takeoff, Innovaya, Vico Office, CostX, and Nomitech Costos Estimating Software. It describes the key functions and limitations of each software. The document is a group assignment that evaluates the software for different stages of construction projects and recommends the best option based on a comparison of their system requirements and features.
This document outlines a proposed multipurpose building project for Taylor's University. It will include lecture theaters, X-space classrooms, food retail shops, and basement parking on a rented 1200 sqm plot of land adjacent to the campus. The project aims to address overcrowding issues on campus and parking shortages by providing additional facilities and parking spaces. A work breakdown structure and cost estimates are provided, projecting the project will be financially viable through rental income over the 20-year lease period.
- The document provides a summary and recommendation for the procurement system and tendering method for Taylor's University's new campus building project in Kota Kinabalu, Sabah.
- It recommends adopting the Design and Build (D&B) procurement method due to its cost effectiveness, ability to meet the tight timeline for completion in mid-2019, and by making the main contractor solely responsible.
- The D&B method is said to allow construction to begin sooner, facilitate faster communication, and give the contractor freedom to leverage purchasing power to deliver the project at a competitive price within budget.
This document provides details for a proposed project to construct a 1 corner unit terrace house for a national housing scheme in Brunei. It includes information on the project coordinator, architects, engineers and quantity surveyor leading the project. It also includes the project title, address of the quantity surveyor firm, organizational chart, type of tender, site restrictions, plans, specifications, schedules, sums, insurances and timeline. The project aims to construct a 2-storey corner terrace house with a total gross floor area of 127.78 square meters and an estimated price of 153,336 Malaysian Ringgit over an 8 month construction period.
Estimating for projects and programmes is a core project management competence. Estimating uncertainty is generally the largest single risk to project delivery. Here, estimating best practice is described along with a few hints and tips.
The document provides details about the proposed Taylors Sport Complex Construction Project in Taylor's University Lakeside Campus. Key details include:
- The project involves constructing a new sports complex on the university's 68,797 square meter site to replace existing facilities.
- The new complex will include 3 floors with 2 futsal courts, 6 badminton courts, and 2 basketball courts to meet student demand.
- Risks include insufficient funding, failure to get approvals, and safety issues during construction.
- A project team is assembled including an architect, landscape architect, structural engineer, contractor, and quantity surveyor to plan, design, and build the complex.
- Numerous government appro
The document discusses various procurement methods and tendering processes for construction projects. It provides details on traditional procurement, design and build procurement, advantages and disadvantages of each. It also discusses open tendering, selective tendering and negotiated tendering processes. The author recommends the traditional procurement method and selective tendering process for a university project to build a multi-story car park due to benefits like better quality control, familiarity with the process, and ensuring only qualified contractors bid for the work.
DK Construction Sdn Bhd is a Grade 4 construction company based in Selangor, Malaysia. They have extensive experience constructing various projects including housing, industrial estates, and infrastructure. The document outlines DK's company profile, strengths such as their expertise, reputation, and risk management approach. It also discusses potential weaknesses as a new contractor with inexperienced laborers and restrictions on design changes due to a slim profit margin. Finally, it identifies errors in the client's tender document regarding deposit amounts, appendices, and unit specifications.
Assignment - Tender Documentation (Presentation Slide)Kai Yun Pang
This document is a tender submission for the construction of a 3-storey semi-detached house. It includes an introduction with the project details, plans showing the layout and elevations of the building, instructions for tendering, forms of contract, bills of quantities, appendices with schedules and rates. The group members and lecturer are listed and the site is described as generally flat with earthworks and infrastructure already completed. The tender submission contains standard forms and documents required for the tendering process.
The document summarizes information about a client who is a property developer constructing a new 3-story shopping mall. It discusses various procurement methods and contract forms, analyzing their advantages and disadvantages for this type of large-scale, fast-tracked project requiring knowledgeable contractors. It recommends using a management contracting procurement method along with a cost reimbursement contract form to allow flexibility given the uncertain scope of works and need for design changes.
This document is a tender submission for the proposed construction and completion of a double-storey bungalow (Type A1) on a plot of land in Bangi, Selangor, Malaysia. It includes design drawings and specifications for the project prepared by various parties. The tender submission consists of forms for the tenderer to declare pricing and project details, instructions for the tendering process, general conditions and requirements of the project, bills of quantities, schedules, and guarantees required.
This document contains information about a project tendering for works in Lot 123, Mukim, Petaling Jaya, Selangor Darul Ehsan. It lists previous projects the company worked on including housing developments and a shopping mall. It also presents the total amount of the current tender, RM 482,701.87, and evaluates the company's strengths as quality and financial standing while weaknesses include pricing and experience.
This document summarizes a group assignment presentation for an estimating course. It includes:
1) An introduction stating the group members and that they submitted a tender for a single-story show house project but were disqualified.
2) Sections on the company's organization chart, strengths, weaknesses, and errors made in the tender submission.
3) Analysis of the reasons for failure including poor preparation, lack of communication, and submitting the tender late.
4) A conclusion with recommendations for improvement to prevent similar mistakes in the future.
BinaMok Sdn Bhd is a construction company based in Selangor, Malaysia that was established in 1996 by a family fed up with poor service from other contractors. The company aims to become the contractor of choice through excellence, experience, and disciplined employees. Its mission is to develop RM 200 million worth of projects by 2021, become one of the top 3 construction companies for growth, and achieve Gold GBI ratings for all projects by 2017. BinaMok emphasizes quality, with average CONQUAS and QLASSIC ratings over 90% and 75%, and employs skilled workers with adequate training. It also promises on-time completion within 7-8 months with no additional costs through overtime, commitment of resources
DK Construction Sdn Bhd is a Grade 4 construction company based in Selangor, Malaysia. They have extensive experience constructing various projects including housing, industrial estates, and infrastructure. The document outlines DK's company profile, project team, strengths including their expertise, reputation, management skills, and experience on relevant projects. It also discusses potential weaknesses as a new contractor with inexperienced laborers and restrictions on design variations due to a slim profit margin. Finally, it notes errors in the client's tender document regarding deposit amounts, tender bonds, invitation letters, and unit specifications.
The document contains details of a tender submission by a quantity surveying group for a construction project. It includes the organizational chart of the group members and their roles. It also includes schedules for task distribution, raw rates, and calculations. The tender submission is analyzed, highlighting errors, weaknesses, and reasons for potential failure. Recommendations are provided to improve future tender submissions.
HRP Manchester Square Courtroom _Acoustic_firescreenBruce Battaliou
This document contains architectural drawings and details for glazed screens and partitions for courtrooms. It includes elevations and sections of glazed screens and partitions for magistrates courts and crown courts. It provides specifications for materials used including high density glass wool tiles, fire rated glass, timber and metal frames, plasterboard and skirting. Dimensions and fixing details are shown. The drawings are issued for tender by an architecture firm for refurbishment works at Manchester Crown Square courts.
This document contains architectural drawings and details for a proposed building project including a first floor plan, mezzanine floor plan, roof plan, elevations, building sections, and wall sections. The plans show the layout of rooms and spatial relationships. Building elements like structural systems, exterior wall assemblies, and ceiling types are labeled. Dimensions, materials, and other construction information is provided in schedules.
This document is a budget estimate (Rencana Anggaran Biaya or RAB) for the construction of a paramedic housing unit that is 96 sqm. It includes 13 sections that outline the various types of work involved, such as site preparation, foundations, walls and floors, woodwork, roofing, and finishes. For each work item, it specifies the unit, volume, unit price, and total price. It also includes schedules of standard labor rates and material prices to use in the cost estimate. The total estimated cost to complete the project is Rp. 476,676,251.
This document contains revisions to a residential construction project including calculation sheets to determine material requirements. It includes a plan view, elevations, schedules and 5 calculation sheets to determine quantities of materials needed for internal linings, external cladding, roofing, concrete slab, timber wall frame, timber roof and flooring. The latest revision on 18/10/2022 updated missing measurements on the plan view.
HRP Manchester Square Court Office_Acoustic_firescreenBruce Battaliou
This document contains architectural drawings and details for witness suites and consulting rooms at a Crown Court project in Manchester. Revisions were made between February and July 2009 to resize drawings, add acoustic breaks, revise ceiling heights and glazing/door details. Drawing layouts and details were redrawn and issued for tender with no further changes in Revision D dated July 1, 2009.
This document provides tables of rates for civil/construction work in Indonesia. It includes hourly, daily and package rates for various construction jobs and roles like masons, carpenters, engineers and more. It also provides unit rates for common construction materials like stone, sand, cement, roofing materials and wood. The tables list over 80 line items for labor rates and over 75 for construction material prices.
This document provides a bill of quantities for various construction works. It includes pricing for:
1. Preliminaries such as site supervision, rubbish disposal, scaffolding, and screens.
2. Demolition of existing structures like walls, doors, windows, and finishes.
3. Groundworks including excavation, filling, compaction, and geotextile membranes.
4. Concrete works like foundations, beds, and filling hollow walls.
5. Masonry works including brick walls, block walls, damp proof courses, and padstones.
6. Structural framing made of steel columns, beams, and timber floor and wall members.
7. Cl
Residence addition _ Structural plans and detailsTeresa Seasons
This document contains architectural and structural plans and details for a residential addition project. The ground floor/foundation plan shows column layouts labeled C1 through C4, beams labeled B1, and footings labeled F1 through F4. Additional details include a corner detail, roof deck section, skylight detail, wall section at roof deck entrance, and parapet cap detail. Dimensioned layouts and notes provide information on materials and construction assemblies.
The document contains details and specifications for insulation installation for a new freezer store, including:
- Details for a door threshold, airlock, and horizontal sliding door dimensions.
- Specifications for 15dv polystyrene insulated panels with 0.55mm thick metal skins for walls, ceilings, and doors.
- Dimensions for freezer rooms, walls, ceilings, and other structural elements.
- Joint details for ceiling to wall connections, with and without steps, and wall to wall joints.
- References to additional drawing details.
1. The document outlines labor productivity rates for various construction activities including excavation, concrete works, masonry, plastering, tiling, painting and other finishes, wood works, metal works, and aluminum works.
2. Labor requirements are provided for each activity in terms of the number of laborers from different trades needed to complete the work in an 8 hour period.
3. Productivity rates are given for each activity, specifying the quantity of the work that can be completed in an 8 hour period by the listed crew.
This document provides information about the Greenhills project in San Juan City, including its location, site plan, unit layouts, prices, and payment terms. The project will consist of one 35-floor tower with 379 units, including 240 residential units. It will have amenities such as a pool, gym, and function rooms. Unit prices and payment options with different down payment amounts and installment plans are outlined. Construction is scheduled to start in April 2014 and be completed in December 2017.
PSC has invested in stocking the consumables that are required on drilling rigs and is now building up inventory of all Ropes-Soaps-Dopes items. For more information visit us at www.pscrigessentials.com or www.rigconsumables.com or send us an email at rfq(at)projectsalescorp.com
This document provides information on PHZ2 heat shrink tubing, including its properties, approvals, applications, ordering information, and dimensions. PHZ2 is a flexible polyolefin tubing with a 2:1 shrink ratio and excellent fire safety characteristics including low smoke and acid gas emissions. It can be marked on-site using Partex marking machines for applications like cable insulation. Standard colors include black, yellow, and white, while non-standard colors are available upon request.
This document provides a summary of materials availability and orders for various operations. It lists 150 items, including their required quantities, on-hand amounts, purchase order details, and work order references. The document shows that 90.06% of requested materials are received and 96.61% of stock is available, with shortfalls of 13 stock items and 105 non-stock items. It provides a high-level overview of materials and purchase order status for multiple plant operations and maintenance work orders.
This document contains a bill of materials and drawings for a metal fabrication project. It lists 14 items with descriptions and specifications including sheet metal, bolts, handles, and piping materials. Dimensioned technical drawings show views of the assembly with labeled parts, sections, and scales. The fabrication will be completed by Lalitha Metal Fabricators based on drawings approved by the customer.
The document discusses Lixil's PLAT collection launch in the Korean market and opportunities for shower toilets. It outlines Lixil's new store, advertising activities, and limited shower toilet SKUs compared to competitors. Product specifications and standards for toilets, fittings, and sensor taps/mixers are also defined. The document closes with requests for support on product modifications, order processes, and general assistance to better enter the Korean market.
This document contains revisions to the Hanson's Lodge project plans. The revisions include updated window schedules, brick hatching, prices, and additional details on roofing and cost centers. A new roof plan was also added. The document provides site plans, elevations, sections and details of the proposed residence and includes schedules for windows, doors, timber framing and other project specifications.
This document contains revisions to the Hanson's Lodge project plans. The revisions include updated window schedules, brick hatching, prices, and additional details on roofing and cost centers. A new roof plan was also added. The document provides site plans, elevations, sections, and schedules for windows, doors, framing and other project details. Revisions have been made on five different dates between May 2022 and October 2022.
This document contains revisions to the Hanson's Lodge project plans. The revisions include updated window schedules, brick hatching, prices, and additional details on roofing and cost centers. The document provides site plans, elevations, sections, and schedules for the proposed residence, carport, and verandah. Details are given for framing, footings, windows, doors, and other building elements.
This document contains calculations and material schedules for a proposed residence project. It includes plans, elevations, and sections of the design. Calculation sheets determine quantities of materials needed for internal linings, cladding, roofing, concrete slab, timber framing, flooring, and more. Annexes specify material choices for various components. The document was initially released on June 15, 2022 as Version 1.0 and was updated on August 31, 2022 to Version 1.1 with additional details.
Assignment 2 - Resort Proposal at Pulau LangkawiKai Yun Pang
The document provides details of a proposed resort project at Pulau Langkawi, Malaysia. It includes a group of 6 students who prepared the report, the table of contents, and an introduction that gives background on the project site and land. Sections cover the proposed design, procurement management, time management, cost estimation, quality management, risk management, and environmental protection management for the resort project.
This document outlines a group project for a Bachelor of Quantity Surveying course. Students will visit Pulau Langkawi or the alternative site of Pulau Ketam to observe and analyze the islands. They must then prepare a business proposal as an investor seeking to build a resort, covering items such as project background, design, time and cost estimates, quality and risk management, and environmental protection. Upon completion, students will submit a written report and presentation, gaining hands-on experience assessing a project site and understanding an investor's role and responsibilities. The goal is for students to research and propose suggestions for improving any resort development plans.
The document outlines the tasks, durations, and schedule for constructing a water pump station over 279 days. Key steps include:
1. Applying for permits over 27 days and clearing/preparing the site over 7 days.
2. Installing sheet piles over 18 days to prevent soil collapse during the 90-day excavation period.
3. Pouring the concrete mat foundation and inverse slab over 43 days after erecting formwork and reinforcement bars over 10 days. The foundation will cure for 7 days before dismantling forms over 8 days.
4. Constructing the heavy wall from elevation 72 to 95 feet over 28 days, including forming, reinforcing, pouring, and curing concrete sections.
The document outlines the schedule and dependencies for tasks in building a water pump station project. Key tasks include obtaining permits, installing utilities, driving sheet piles, excavation and tiebacks over 90 days, pouring the foundation and slab over 43 days, and constructing and waterproofing the walls. The individual is asked to build a precedence table and solve the initial network in MS Project, listing assumptions and identifying the critical path and Gantt chart.
This document outlines a group assignment for a development economics course. It includes details of the proposed development such as land size, number and type of units, and a financial appraisal. The development will include shop/office, terrace, and low-cost housing units totaling 164 units. The financial appraisal estimates construction costs, administrative costs, financing costs, and gross profit. Cash flow projections are provided for a "sell-then-build" approach, with monthly sales and construction progress outlined over a 12 month period.
The document provides information about a proposed mixed development project in Rawang, Selangor. It will consist of 26' x 80' double-storey shop/office lots, 22' x 75' double-storey terrace houses, and 20' x 60' double-storey low cost houses. Thirty percent of the development must be low cost houses, and fifteen percent must be shop/office lots. The developer obtained a loan to purchase the land three years ago and has since received development approvals. As the cost consultant, you must analyze the development, provide a financial appraisal using the residue method, and cash flow analysis under sell-then-build and build-then-sell concepts.
This document provides a group assignment analyzing the appropriate form of FIDIC contract for a construction project. It recommends using the FIDIC Red Book based on the client's requirements, including having full control of design and ability to make changes. Payment will be based on bills of quantities. The Red Book best fits the traditional procurement method preferred by the client and covers conditions regarding payment, contractual programming, termination, and dispute resolution relevant for the project.
The Vice-Chancellor of the Construction Management University is planning a RM400 million construction project to build a new Postgraduate Student Accommodation and Outreach Centre. A group of students has been assigned a project to advise the Vice-Chancellor on various legal and contractual issues regarding the project. Specifically, the students must propose an appropriate FIDIC form of contract for the project, analyze payment conditions, contractual programming, termination conditions, and dispute resolution methods in the chosen FIDIC contract. The students must also compare their analysis of the chosen FIDIC contract to either the PAM or JKR standard forms of contract. The report should not exceed 3000 words and is due by November 21st, 2018 for a grade worth
This document provides an overview of the Construction Industry Payment and Adjudication Act 2012 (CIPAA) in Malaysia. It discusses what CIPAA is, its main objectives to provide timely payment and dispute resolution in the construction industry, and the adjudication process for resolving payment disputes. Key points covered include that adjudication decisions are temporarily binding pending final resolution by arbitration or courts, KLRCA oversees the adjudication process and determines adjudicator standards and fees, and possible impacts of CIPAA include its long time frames compromising timely payment and respondents sometimes being disadvantaged.
Assignment - S Hotel (Presentation Slide)Kai Yun Pang
Value management was conducted on an 11-storey hotel project that was 35% through the design stage. The 5-day workshop identified unnecessary costs and proposed alternative design solutions to improve value without affecting performance. Tools like fast diagrams, compound approaches, and cost reduction approaches were used. Space function analysis identified potential changes like enlarging the dining area. A priority matrix assessed options like changing to sound insulated doors and using precast hollow core slabs. Cost analysis found potential savings from proposals such as eliminating skylights and changing to LED lights. The value management study concluded identifying client requirements early improves value and is highly recommended.
The value management study identified three key objectives: consider life cycle costs, increase building efficiency, and eliminate unnecessary functions. Various value management tools were used, including FAST diagrams and space functional analysis. This led to proposals like changing to precast hollow core slabs to reduce costs and solid wood doors in guest rooms to improve sound insulation. The study aimed to increase value for money for the hotel project while meeting budget constraints.
This document provides an assignment brief for a case study report on implementing value management in a construction project. Students are to prepare a value management study report on a chosen project. The report should include: an introduction outlining the primary purpose of the value management study, an executive summary of the project under study including a brief description and problem summary and the type of value management study undertaken. It also requires the results of any functional analysis or value management tools used, sketches showing proposed design changes, supporting technical data for alternatives, a cost plan or analysis, and an action plan to implement recommendations along with a conclusion and recommendations. The completed case study report and presentation are due by November 19th and will account for 30% of the total exam
The document provides details of a student's community service project at an orphanage. It includes an introduction to the project, organization charts, timelines, meeting minutes, and descriptions of pre-event planning activities. The student and their peers visited Good Samaritan Homes orphanage in Klang, Malaysia to organize activities for the children living there. They divided responsibilities among teams and fundraised donations. The high-level purpose was for the students to conduct a meaningful community service activity and gain experience through engaging with the orphanage.
This document outlines a community service initiative for architecture students. It involves splitting 70 students into two groups to volunteer at an orphanage home or participate in experiential activities. Students will take on roles to plan and run role-playing games and career exposure activities for children ages 7-15. The 12-week project timeline includes selecting a beneficiary group, planning activities and games, preparing materials, the service visit, and presentations reflecting on the experience. Suggestions include preparing questionnaires and career information for the children.
This document contains a group assignment for a course on professional practice. It provides background on the group members and instructor. It then lists 4 questions for the assignment. Question 1 asks students to prepare a report explaining adjustments needed for the final account of a construction project. Question 2 asks about contractual implications of omitting an item from the tender document. Question 3 requires students to assess a contractor's final account application and prepare the final account based on provided valuations and adjustments. Question 4 asks students to explain how various variations would be finalized and priced in a final account.
This document contains information for a coursework assignment on preparing a final account for an apartment construction project. It provides background on the contract sum and nominated subcontractors' accounts. It also lists 4 questions for the assignment:
1) Explain adjustments needed for the final account;
2) Discuss implications of omitting an entrance porch from tender documents;
3) Complete the final account based on provided valuations and adjustments;
4) Explain how various variations would be finalized, including issues with insurance, computer equipment, a wash trough, and excavation rates.
Seminar - Partial Possession by EmployerKai Yun Pang
Here are the key differences between Sectional Completion and Partial Possession:
Sectional Completion:
- Refers to completing different sections or phases of the overall works separately based on pre-agreed sectional completion dates.
- Allows the contractor to achieve practical completion for different sections at different times.
- Each section is treated as a separate contract with its own DLP, retention sums, etc.
Partial Possession:
- Refers to the employer taking possession of part of the completed works before overall practical completion.
- Can be done with or without the contractor's consent under certain conditions.
- The occupied part is deemed practically complete but the overall works contract remains.
- Effects like reduced
This document outlines the requirements for a group presentation assignment in a professional practice course. It will make up 15% of the final grade. Students will be assigned to groups of 3 and each group must do a 15 minute presentation on one of six topics related to quantity surveying, followed by a discussion of questions. Topics include construction disputes, delays and disputes, construction claims, partial possession by the employer, rights of setting off by the employer, and practical completion and penultimate certificate. The presentation will be assessed based on content, teamwork, organization, presentation skills, and handling of questions.
MK Land Holdings Berhad operates in multiple business segments including property development, leisure, education, and investment holding. It has developed various residential and commercial properties across Selangor, Perak, and Kedah. The company's leisure properties include hotels, resorts, and golf courses catering to domestic and international tourists. MK Land has also expanded into the education sector by establishing Lake View College, which offers diploma programs in nursing, occupational safety and health, and environment health. Property development remains the largest contributor to the company's revenue, with affordable housing comprising 65% of developed units. The company aims to continue growing its business across segments.
The document provides guidelines for a group assignment to analyze the financial strength of MK Land Holdings Berhad, a property development company listed on Bursa Malaysia. Students are required to write a report not exceeding 3,000 words that includes: (1) a background of MK Land and its business segments, (2) an industry analysis, (3) an evaluation of MK Land's financial performance over the past three years using 17 financial ratios, and (4) conclusions and recommendations.
🔥🔥🔥🔥🔥🔥🔥🔥🔥
إضغ بين إيديكم من أقوى الملازم التي صممتها
ملزمة تشريح الجهاز الهيكلي (نظري 3)
💀💀💀💀💀💀💀💀💀💀
تتميز هذهِ الملزمة بعِدة مُميزات :
1- مُترجمة ترجمة تُناسب جميع المستويات
2- تحتوي على 78 رسم توضيحي لكل كلمة موجودة بالملزمة (لكل كلمة !!!!)
#فهم_ماكو_درخ
3- دقة الكتابة والصور عالية جداً جداً جداً
4- هُنالك بعض المعلومات تم توضيحها بشكل تفصيلي جداً (تُعتبر لدى الطالب أو الطالبة بإنها معلومات مُبهمة ومع ذلك تم توضيح هذهِ المعلومات المُبهمة بشكل تفصيلي جداً
5- الملزمة تشرح نفسها ب نفسها بس تكلك تعال اقراني
6- تحتوي الملزمة في اول سلايد على خارطة تتضمن جميع تفرُعات معلومات الجهاز الهيكلي المذكورة في هذهِ الملزمة
واخيراً هذهِ الملزمة حلالٌ عليكم وإتمنى منكم إن تدعولي بالخير والصحة والعافية فقط
كل التوفيق زملائي وزميلاتي ، زميلكم محمد الذهبي 💊💊
🔥🔥🔥🔥🔥🔥🔥🔥🔥
A Visual Guide to 1 Samuel | A Tale of Two HeartsSteve Thomason
These slides walk through the story of 1 Samuel. Samuel is the last judge of Israel. The people reject God and want a king. Saul is anointed as the first king, but he is not a good king. David, the shepherd boy is anointed and Saul is envious of him. David shows honor while Saul continues to self destruct.
Leveraging Generative AI to Drive Nonprofit InnovationTechSoup
In this webinar, participants learned how to utilize Generative AI to streamline operations and elevate member engagement. Amazon Web Service experts provided a customer specific use cases and dived into low/no-code tools that are quick and easy to deploy through Amazon Web Service (AWS.)
This document provides an overview of wound healing, its functions, stages, mechanisms, factors affecting it, and complications.
A wound is a break in the integrity of the skin or tissues, which may be associated with disruption of the structure and function.
Healing is the body’s response to injury in an attempt to restore normal structure and functions.
Healing can occur in two ways: Regeneration and Repair
There are 4 phases of wound healing: hemostasis, inflammation, proliferation, and remodeling. This document also describes the mechanism of wound healing. Factors that affect healing include infection, uncontrolled diabetes, poor nutrition, age, anemia, the presence of foreign bodies, etc.
Complications of wound healing like infection, hyperpigmentation of scar, contractures, and keloid formation.
Beyond Degrees - Empowering the Workforce in the Context of Skills-First.pptxEduSkills OECD
Iván Bornacelly, Policy Analyst at the OECD Centre for Skills, OECD, presents at the webinar 'Tackling job market gaps with a skills-first approach' on 12 June 2024
This presentation was provided by Rebecca Benner, Ph.D., of the American Society of Anesthesiologists, for the second session of NISO's 2024 Training Series "DEIA in the Scholarly Landscape." Session Two: 'Expanding Pathways to Publishing Careers,' was held June 13, 2024.
2. Full Estimate Summary
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
m2Cost/Trd Trade Description Trade Sub Total Mark Trade
TotalUp %%No.
39.95 47,808FRAME 47,808
33.90 40,574STAIRCASE 40,574
10.71 12,821DOORS 12,821
4.25 5,084INTERNAL FLOOR FINISHES 5,084
5.63 6,737EXTERNAL FINISHES 6,737
5.56 6,660SANITARY FITTINGS 6,660
100.00 119,684119,684
$ 119,684Final Total :
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3. Name : BLDPrice List
SuppRef Code Item Description Unit MarkRate Last
CodeUp % Updated
Trade Heading: Material
PL3424 FRAME
PL3401 Concrete Gr 30 m3 205.00 22/06/2017
PL3423 12mm m.s, steel bar tonne 2,300.00 22/06/2017
PL3422 10mm H.T. Bar tonne 2,300.00 22/06/2017
PL3402 8mm M.S. Bar tonne 2,300.00 22/06/2017
PL3403 16mm H.T. Bar tonne 2,300.00 22/06/2017
PL3404 18mm Plywood bld 80.00 22/06/2017
PL3425 DOORS
PL3426 100mm x 200mm high precast reinforced
concrete (Grade 25)
no 74.60 22/06/2017
PL3430 900mm x 2100mm Door Frame no 160.00 22/06/2017
PL3431 840mm x 2060mm x 40mm Timber Flush no 190.00 22/06/2017
PL3432 840mm x 2135mm x 40mm thk semi-core flush
door
no 190.00 22/06/2017
PL3433 IRONMONGERIES
PL3434 100mm x75mm x 3mm thk medium duty
S.S.SUS 304 butt hinges
no 120.00 22/06/2017
PL3435 'LOKRITE' 950mm above finished floor level no 80.00 22/06/2017
PL3436 'LOKRITE' 1025mm above finished floor level no 80.00 22/06/2017
PL3437 PAINTING
PL3538 Green zinc phosphate primer m2 0.33 22/06/2017
PL3539 Undercoat m2 0.30 22/06/2017
PL3540 'ICI' finishing coat m2 0.27 22/06/2017
PL3541 Primer m2 0.25 22/06/2017
PL3542 'ICI' dulux speed undercoat m2 0.35 22/06/2017
PL3543 'ICI' timbertone stained finishing coat m2 0.34 22/06/2017
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Trade Heading: Material (Continued)
PL3448 Sanitary Fitting
PL3439 "SH034310" exposed fixed chromed shower rose
complete with 150mm brass chrome finish arm
and concealed stopcock complete with full turn
knob handle
no 22.60 22/06/2017
PL3440 "SR9303" 1050mm(L) x 150mm(W) x 92mm(H)
wall semi-recessed soap dish
no 27.00 22/06/2017
PL3441 "PR9303" 160mm(L) x 160mm(W) x90mm(H)
wall semi recessed toilet roll holder in white
colour complete with plastic roller
no 40.00 22/06/2017
PL3442 Aluminium single bowl single drainer kitchen
sink ; complete with standard waste fittings, plug
& CHAIN AND 40MM (1 1/2) PVC bottom trap
no 95.00 22/06/2017
PL3443 DOBOHT Brass Bathroom Sink Basin Kitchen
Single Lever Cold Tap Faucet(Chrome)
no 60.00 22/06/2017
PL3444 FLE 805HBT Cross Handle Hose Bib Tap no 120.00 22/06/2017
PL3445 FLSK 5046 Stainless Steel bowl 500mm x
460mm x 185mm (thickness 0.9mm) (S/S304)
no 146.00 22/06/2017
PL3446 QC14226 Stainless Steel Brush Finish Toilet
Bathroom Handheld Spray Shower Bidet Rinse
With Supply Hose And Laundry Faucet
no 144.20 22/06/2017
PL3544 STAIRCASE
PL3545 cement bag 15.00 22/06/2017
PL3546 sand tonne 30.00 22/06/2017
PL3547 300mm x 300mm tiles "Lucido" piece 57.60 22/06/2017
PL3548 nosing tile piece 2.50 22/06/2017
PL3549 plasticiser liter 5.00 22/06/2017
PL3550 paint primer coat litre 150.00 22/06/2017
PL3551 paint dulux paint litre 62.00 22/06/2017
PL3552 75mmx38mm handrail m 257.00 22/06/2017
PL3553 flat bar 8mm m 30.20 22/06/2017
PL3554 baluster, balustrading, rail m 384.30 22/06/2017
Internal Floor Finishes
PL3557 Ordinary Portland Cement bags 15.60 22/06/2017
PL3558 Sand including unloading tonne 35.50 22/06/2017
PL3407 600mm x 600mm x 9mm Niro polished
homogeneous tiles
pieces 2.20 22/06/2017
PL3408 300mmx600mmx9mmNiro non-polished
homogeneous tiles
pieces 2.20 22/06/2017
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Trade Heading: Material (Continued)
External Wall Finishes
PL3566 Lafarge Original Portland Cement bags 15.60 22/06/2017
PL3567 Sand tonne 35.50 22/06/2017
PL3568 ICI Primer m2 0.31 22/06/2017
PL3569 ICI Arcylic Weathershield Paint m2 1.12 22/06/2017
External Ceiling Finishes
PL3571 Maxilite Primer m2 0.25 22/06/2017
PL3572 Maxilite Emulsion Paint m2 0.23 22/06/2017
PL3573 Lafarge Skim Coating m2 16.15 22/06/2017
PL3574 UAC superflex plasterboard ceiling m2 30.00 22/06/2017
External Floor Finishes
PL3576 Lafarge Orginal Portland Cement bags 15.60 22/06/2017
PL3577 Sand tonne 35.50 22/06/2017
PL3578 'Niro' lucido ceramic non-slip tiles m2 15.00 23/06/2017
PL3579 'Niro' lucido ceramic polish tiles m2 18.00 23/06/2017
Trade Heading: Labour
PL3427 FRAME
PL3405 Skilled Labour days 80.00 22/06/2017
PL3406 Unskilled Labour days 50.00 22/06/2017
PL3409 Joiners days 80.00 22/06/2017
PL3428 DOORS
PL3429 Unskilled Labour days 50.00 22/06/2017
PL3459 Sanitary
PL3479 Sanitary Installer no 150.00 22/06/2017
PL3555 Staircase
PL100 skilled labour day 80.00 22/06/2017
PL101 unskilled labour day 50.00 22/06/2017
Internal Floor Finishes
PL3560 Tiler days 80.00 22/06/2017
PL3561 1 unskilled labour days 50.00 22/06/2017
External Wall Finishes
PL3570 Plasterer day 85.00 22/06/2017
PL3575 Painter day 70.00 22/06/2017
PL3581
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Trade Heading: Labour (Continued)
External Ceiling Finishes
PL3583 Painter day 70.00 22/06/2017
PL3584 Joiner day 80.00 22/06/2017
PL3585 Plasterer day 85.00 22/06/2017
PL3580
External Floor Finishes
PL3588 Tiler day 80.00 22/06/2017
PL3589 Plasterer day 85.00 22/06/2017
Trade Heading: Composite
PL3411 Concrete Gr 30 m3 205.00 22/06/2017
PL3412 8mm M.S. Bar tonne 2,300.00 22/06/2017
PL3413 16mm H.T. Bar tonne 2,300.00 22/06/2017
PL3415 18mm Plywood bld 80.00 22/06/2017
PL3416 Skilled Concretors hr 10.63 22/06/2017
PL3417 Unskilled concretors hr 6.75 22/06/2017
PL3418 Skilled Rebar labour hr 7.50 22/06/2017
PL3419 Unskilled Rebar Labour hr 6.25 22/06/2017
PL3420 Joiners hr 7.50 22/06/2017
PL3421 Labourers hr 6.75 22/06/2017
DOORS
PL3447 Labour hr 8.75 22/06/2017
DOORS
PL3449 100mm x 200mm high precast reinforced
concrete (Grade 25)
no 74.60 22/06/2017
PL3450 900mm x 2100mm Door Frame no 160.00 22/06/2017
PL3451 840mm x 2060mm x 40mm Timber Flush no 190.00 22/06/2017
PL3458 840mm x 2135mm x 40mm thk semi-core flush
door
no 190.00 22/06/2017
IRONMONGERIES
PL3471 100mm x75mm x 3mm thk medium duty
S.S.SUS 304 butt hinges
no 120.00 22/06/2017
PL3472 'LOKRITE' 950mm above finished floor level no 80.00 22/06/2017
PL3478 'LOKRITE' 1025mm above finished floor level no 80.00 22/06/2017
PAINTING
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Trade Heading: Composite (Continued)
PL3481 Surface of metal door frame exc 150mm n.e.
300mm girth
m2 56.00 22/06/2017
Internal Floor Finishes
PL3559 Ordinary Portland Cement bags 15.60 22/06/2017
PL3410 Sand including unloading tonne 35.50 22/06/2017
PL3563 600mm x 600mm x 9mm Niro polished
homogeneous tiles
pieces 2.20 22/06/2017
PL3564 300mmx600mmx9mmNiro non-polished
homogeneous tiles
pieces 2.20 22/06/2017
PL3565 Tiler hours 10.00 22/06/2017
PL115 Staircase
PL116 Material
PL102 cement bag 15.00 22/06/2017
PL103 sand tonne 30.00 22/06/2017
PL104 300mm x 300mm tiles "Lucido" piece 57.60 22/06/2017
PL105 nosing tile piece 2.50 22/06/2017
PL106 plasticiser liter 5.00 22/06/2017
PL107 paint primer coat litre 150.00 22/06/2017
PL108 paint dulux paint litre 62.00 22/06/2017
PL109 75mmx38mm handrail m 257.00 22/06/2017
PL110 flat bar 8mm m 30.20 22/06/2017
PL111 baluster, balustrading, rail m 384.30 22/06/2017
PL3635
PL114 Labour
PL112 skilled labour day 80.00 22/06/2017
PL113 unskilled labour day 50.00 22/06/2017
External Wall Finishes
PL3586 Lafarge Original Portland Cement bags 15.60 22/06/2017
PL3587 Sand tonne 35.50 22/06/2017
PL3590 ICI Primer m2 0.31 22/06/2017
PL3591 ICI Arcylic Weathershield Paint m2 1.12 22/06/2017
External Ceiling Finishes
PL3593 Maxilite Primer m2 0.25 22/06/2017
PL3595 Maxilite Emulsion Paint m2 0.23 22/06/2017
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Trade Heading: Composite (Continued)
PL3596 Lafarge Skim Coating m2 16.15 22/06/2017
PL3597 UAC superflex plasterboard ceiling m2 30.00 22/06/2017
External Floor Finishes
PL3562 Lafarge Orginal Portland Cement bags 15.60 22/06/2017
PL3600 Sand tonne 35.50 22/06/2017
PL3601 'Niro' lucido ceramic non-slip tiles m2 15.00 23/06/2017
PL3605 'Niro' lucido ceramic polish tiles m2 18.00 23/06/2017
PL3594
External Wall Finishes
PL3612 Plasterer day 85.00 22/06/2017
PL3613 Painter day 70.00 22/06/2017
PL3614
External Ceiling Finishes
PL3616 Painter day 70.00 22/06/2017
PL3617 Joiner day 80.00 22/06/2017
PL3618 Plasterer day 85.00 22/06/2017
PL3619
External Floor Finishes
PL3621 Tiler day 80.00 22/06/2017
PL3622 Plasterer day 85.00 22/06/2017
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SuppRef Code Item Description Unit MarkRate Last
CodeUp % Updated
Trade Heading: Composite (Continued)
PL3482 Sanitary Fitting
PL3493 "SH034310" exposed fixed chromed shower rose
complete with 150mm brass chrome finish arm
and concealed stopcock complete with full turn
knob handle
no 22.60
PL3494 "SR9303" 1050mm(L) x 150mm(W) x 92mm(H)
wall semi-recessed soap dish
no 27.00
PL3495 "PR9303" 160mm(L) x 160mm(W) x90mm(H)
wall semi recessed toilet roll holder in white
colour complete with plastic roller
no 40.00
PL3501 Aluminium single bowl single drainer kitchen
sink ; complete with standard waste fittings, plug
& CHAIN AND 40MM (1 1/2) PVC bottom trap
no 95.00
PL3502 DOBOHT Brass Bathroom Sink Basin Kitchen
Single Lever Cold Tap Faucet(Chrome)
no 60.00
PL3513 FLE 805HBT Cross Handle Hose Bib Tap no 120.00
PL3514 FLSK 5046 Stainless Steel bowl 500mm x
460mm x 185mm (thickness 0.9mm) (S/S304)
no 146.00
PL3535 QC14226 Stainless Steel Brush Finish Toilet
Bathroom Handheld Spray Shower Bidet Rinse
With Supply Hose And Laundry Faucet
no 144.20
PL3536 Sanitary installer
PL3537 Sanitary Installer no 150.00
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10. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
FRAMETrade : 1
CONCRETE WORK
Reinforced concrete Grade 30 as described:
16.00 m3Column1 304.81 4,876.96
16.00 m3Beam2 304.81 4,876.96
5.00 m3Roof beam3 304.81 1,524.05
FORMWORK
Use and waste of sawn formwork:
222.00 m2To side of column4 24.76 5,496.94
26.00 m2To sides and soffits of suspended roof beams5 24.76 643.79
31.00 m2To sides and soffits of suspended upstand beams6 24.76 767.59
2.00 m2To sides and soffits of isolated roof beam7 24.76 49.52
REINFORCEMENT
Mild steel rod reinforcement to concrete:
In column
398.00 tonne8mm Diameter rod as links8 6.91 2,753.76
1,268.00 tonne10mm Diameter rod as links9 6.91 8,773.29
In beam
235.00 KG8mm Diameter rod as stirrups10 6.91 1,625.97
125.00 KG10mm Diameter rod as stirrups11 6.91 864.88
2.00 KG12mm Diameter rod as stirrups12 6.91 13.84
In roof beam
130.00 KG8mm Diameter rod as links / stirrups13 6.91 899.47
4.00 KG10mm Diameter rod as links / stirrups14 6.91 27.68
High tensile steel rod reinforcement to
concrete:
In column
850.00 KG12mm Diameter rod15 6.91 5,881.15
In beam
389.00 KG12mm Diameter rod16 6.91 2,691.49
439.00 KG16mm Diameter rod17 6.91 3,037.44
In roof beam
247.00 KG12mm Diameter rod18 6.91 1,708.99
187.00 KG16mm Diameter rod19 6.91 1,293.85
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11. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
FRAMETrade : 1 (Continued)
FRAME Total : 47,807.62
STAIRCASETrade : 2
STAIRCASE FINISHES
20mm thick cement and sand (1:6) paving to
receive non-slip tiles finishes as described
5.00 m2To landing slab1 8.96 44.83
23.00 mTo undercut risers 171.40mm high :[0 m2]2 8.96 206.20
23.00 mTo undercut risers 157.10mm high3 8.96 206.20
42.00 mTo treads 255mm wide4 8.96 376.53
300mm x 300mm x 10mm thick polishes
homogeneous tiles "lucido - abree colour"
polishes surface of approved quality, pattern, and
colour to landing slab and including fixing with
adhesive on cement and sand screed
5.00 m2To landing slab5 772.64 3,863.20
23.00 mTo undercut risers 171.40mm high :[0 m2]6 235.98 5,427.61
23.00 mTo undercut risers 157.10mm high7 235.98 5,427.61
42.00 mTo treads 255mm wide8 235.98 9,911.29
45.00 mExtra over for 75mm x10mm thick ceramic
nosing tiles to treads and landing
9 48.33 2,175.03
12mm thick(1:6) plaster with approved
plasticiser as described finished with steel trowel
13.00 m2To slopping soffit of staircase10 9.00 117.12
4.00 m2To soffit of landing slab11 9.00 36.04
7.00 m2To soffit of landing beams12 9.00 63.06
7.00 mTo raking sides 270mm wide including finishing
to profile of treads and risers
13 7.42 51.98
PAINTING
Prepare and apply one coat of skim coat and two
coat of 'dulux' emulsion paint
13.00 m2To slopping soffit of staircase14 7.51 97.67
4.00 m2To soffit of landing slab15 7.51 30.05
7.00 m2To soffit of landing beams16 7.51 52.59
4.00 m2To raking sides 270mm wide including finishing
to profile of treads and risers
17 7.51 30.05
HANDRAILING AND BALUSTRADING
Page : 2BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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12. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
STAIRCASETrade : 2 (Continued)
15.00 m75mm x 38mm x 3mm thick matt black powder
coated mild steel rectangular hollow section
handrail;complete with bends and ends; including
forming recess on underside for core rail
18 316.95 4,754.31
15.00 m8mm black powder coated mild steel flat bar
welded to mild steel balustrade
19 42.50 637.56
15.00 m974mm high balustrading, including bends and
ramps; compromising 28 number of 15mm mild
steel round bars baluster; one welded to core rail
and one end fishtailed and build into concrete;
with 10mm diameter vertical rail mild steel round
bar black powder coated welded to flat bar at
75mm centres; one end welded to core rail and
the other end welded to and including 15mm
diameter black powder coated mild steel round
bar as bottom rail; allcut, welded and framed
together; fixing in position to concrete.
20 470.98 7,064.81
STAIRCASE Total : 40,573.74
DOORSTrade : 3
Precast concrete lintel
13.00 m100mm x 200mm depth precast concrete grade
25 lintel reinforced with 4 nos 10mm diameter
high tensile bars ands 6mm mild steel stirrup at
250mm center and bedded in cement and sand
(1:3) mortar
1 87.75 1,140.85
Metal Door Frame
4.00 noSupply and fix in position 1.0mm thick
metal door frame overall size 900mm x
2100mm all as per drawing no
2012/41/PEKELILING SEMPADAN/ DW/1.
(D2)
2 186.39 745.58
1.00 noSupply and fix in position 1.0mm thick
metal door frame overall size 900mm x
2175mm all as per drawing no
2012/41/PEKELILING SEMPADAN/ DW/1.
(D2a)
3 186.39 186.40
6.00 noSupply and fix in position 1.0mm thick
metal door frame overall size 825mm x
2100mm all as per drawing no
2012/41/PEKELILING SEMPADAN/ DW/1.
(D3)
4 186.39 1,118.37
Timber Flush Door
Page : 3BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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13. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
DOORSTrade : 3 (Continued)
4.00 noOverall size 840mm x 2060mm x 40mm
thicksemi-core timber flush door in Grade B
timber all as per drawing no
2012/41/PEKELILING SEMPADAN /
DW/1.(D2)
5 186.39 745.58
1.00 noOverall size 840mm x 2135mm x 40mm thick
semi-core timber flush door in Grade B timber all
as per drawing no 2012/41/PEKELILING
SEMPADAN / DW/1. (D2a)
6 186.39 186.40
6.00 noOverall size 765mm x 2060mm x 40mm thick
hollowcore timber flush door in Grade B timber
all as per drawing no 2012/41/PEKELILING
SEMPADAN / DW/1. (D3)
7 186.39 1,118.37
Ironmonegries
Supply and fix the following or other
equavalent and approved ironmongery complete
with required matching screws:-
44.00 no100mm x 75mm x 3mm Thick medium duty
S.S.SUS 304 butt hinges and fix to door leaf
8 138.60 6,098.40
10.00 noStainless steel 'LOKRITE" lever handle lockset
fix to door above 950mm floor finished level.
9 92.40 924.00
1.00 noStainless steel 'LOKRITE" lever handle lockset
fix to door above 1025mm floor finished level.
10 92.40 92.40
Painting
Prepare and apply one coat of green zinc
phosphate primer, one undercoat
and two finishing coats of ICI or other
approved equivalent gloss enamel paint to metal
door frame as described on :
56.00 m2Surface of metal door frame exceeding 150mm
not exceeding 300mm girth :[1 No]
11 3.97 222.38
Knotting, stopping and apply one coat of approed
primer, one 'ICI' dulux speed undercoat and two
finishing coats of 'ICI' timbertone stained or
other approved
equivalent gloss paint as described on:
59.00 m2Surface of flush door.12 4.10 242.08
DOORS Total : 12,820.81
INTERNAL FLOOR FINISHESTrade : 4
BEDS AND BACKINGS
Cement and sand (1:3) beds and backings;
screeded finish; to receive Niro polished
homogeneous tiles :-
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14. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
INTERNAL FLOOR FINISHESTrade : 4 (Continued)
170.00 m2To floors; 41 mm thick.1 10.79 1,834.47
122.00 mTo skirtings; 19 mm thick; 75 mm high.2 2.28 279.14
Cement and sand (1:3) beds and backings;
screeded finish; to receive Niro non-polished
homogeneous tiles :-
38.00 m2To floors; 41 mm thick.3 10.79 410.06
5.00 mTo drops; 19 mm thick; 75 mm high4 2.28 11.44
9.00 mTo drops; 19 mm thick; 25 mm high5 1.82 16.43
TILES FINISHING
600mm X 600mm X 9mm Thick 'Niro' lucido
polished homogeneous tiles or approved
equivalent tiles of approved pattern and colour ;
laid on cement and sand (1:3) backings
(measured separately) as described and pointing
in neat white cement as described:-
170.00 m2To floors; 41 mm thick.6 10.79 1,834.47
122.00 mTo skirtings; 19 mm thick; 75 mm high.7 2.28 279.14
TILES FINISHING
300mm X 600mm X 9mm Thick 'Niro' lucido
non-polished homogeneous tiles or approved
equivalent tiles of approved pattern and colour ;
laid on cement and sand (1:3) backings
(measured separately) as described and pointing
in neat white cement as described:-
38.00 m2To floors; 41 mm thick.8 9.94 377.87
5.00 mTo drops; 19 mm thick; 75 mm high9 3.10 15.51
9.00 mTo drops; 19 mm thick; 25 mm high10 2.73 24.65
INTERNAL FLOOR FINISHES Total : 5,083.18
EXTERNAL FINISHESTrade : 5
WALL FINISHES1
Cement and sand (1:6) as descirbed internal
plastering finished with a steel trowel :-
330.00 m219mm Thick to walls, columns and coping2 6.60 2,178.00
Painting
Prepare and apply one coat of 'ICI' primer
and two coats of 'ICI' acrylic weathershield
paints or approved equivalent to:-
330.00 m2Plastered walls and columns3 5.32 1,756.92
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15. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
EXTERNAL FINISHESTrade : 5 (Continued)
FLOOR FINISHES4
BEDS AND BACKINGS
Cement and sand (1:6) paving; trowelled sponge
wash finish:-
49.00 m2To floors; 50 mm thick; cement imprint5 10.91 534.69
4.00 mTo drops 19mm thick ; 100 mm high; cement
screed
6 3.02 12.10
Cement and sand (1:3) beds and backings;
screeded finish; to receive polish homogeneous
tiles:-
2.00 m2To floors; 41 mm thick.7 10.75 21.52
3.00 mTo drops 19mm thick ; 100 mm high; cement
screed
8 3.09 9.27
TILES FINISHING
300mm X 300mm X 9mm Thick 'Niro' lucido
ceramic non-slip tiles or approved equivalent
tiles of approved pattern and colour ; laid on
cement screed (measured separately); including
pointing
6.00 m2To floors; .9 21.03 126.19
4.00 mTo drops; 19 mm thick; 75 mm high10 3.93 15.75
300mm X 300mm X 9mm Thick 'Niro' lucido
polish ceramic tiles or approved equivalent tiles
of approved pattern and colour ; laid on cement
screed (measured separately); including pointing
2.00 m2To floors; .11 24.72 49.46
3.00 mTo drops 19mm thick ; 100 mm high; cement
screed
12 4.77 14.32
CEILING FINISHES
SKIM COATING
4 mm Skim coating plaster system as described:-
64.00 m2To concrete soffits and sides and soffits of
beams.
13 22.25 1,424.19
UAC Superflex" plasterboard ceiling; allow no
shadow gaps in between ceiling boards; to
ceiling fixed to 25mm x 50mm Grade B
hardwood timber joists at 600 centres and 50mm
x 50mm hardwood timber spacer across joists at
600centres:-
6.00 m22400mm x 1200mm x 9mm thick14 45.45 272.71
Painting
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16. Trade Breakup with Mark Up Rates
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Item DescriptionItem AmountRateUnitQuantity
No.
EXTERNAL FINISHESTrade : 5 (Continued)
Prepare and apply one coat "MAXILITE" primer
and two coats of "MAXILITE" emulsion paint or
approved equivalent on:-
64.00 m2Plastered soffits and sides and soffit of beams.15 3.09 197.82
6.00 m2Soffits of plasterboard16 3.09 18.55
20.00 m2Soffits of plasterboard at sloping ceiling of 23#
from horizontal
17 3.09 61.82
14.00 m2Soffits of plasterboard at sloping ceiling of 18#
from horizontal
18 3.09 43.27
EXTERNAL FINISHES Total : 6,736.58
SANITARY FITTINGSTrade : 6
(ALL PROVISIONAL)1
Supply and fix the following "RIGEL" or other
equivalent sanitary fittings and accessories
including storing, assembling, bedding, plugging
and screwing with matching screws, cutting and
pinning or building brackets, jointing and
connecting services , soil and waste pipes and
making good all works distributed; all as
described in Architect's drawing.
4.00 no"SH034310" exposed fixed chromed shower rose
complete with 150mm brass chrome finish arm
and concealed stopcock complete with full turn
knob handle
2 189.86 759.44
4.00 no"SR9303" 1050mm(L) x 150mm(W) x 92mm(H)
wall semi-recessed soap dish
3 194.70 778.80
4.00 no"PR9303" 160mm(L) x 160mm(W) x90mm(H)
wall semi recessed toilet roll holder in white
colour complete with plastic roller
4 209.00 836.00
1.00 noAluminium single bowl single drainer kitchen
sink ; complete with standard waste fittings, plug
& CHAIN AND 40MM (1 1/2) PVC bottom trap
5 269.50 269.50
1.00 noDOBOHT Brass Bathroom Sink Basin Kitchen
Single Lever Cold Tap Faucet(Chrome)
6 231.00 231.00
4.00 noFLE 805HBT Cross Handle Hose Bib Tap7 297.00 1,188.00
4.00 noFLSK 5046 Stainless Steel bowl 500mm x
460mm x 185mm (thickness 0.9mm) (S/S304)
8 325.60 1,302.40
4.00 noQC14226 Stainless Steel Brush Finish Toilet
Bathroom Handheld Spray Shower Bidet Rinse
With Supply Hose And Laundry Faucet
9 323.62 1,294.48
SANITARY FITTINGS Total : 6,659.62
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17. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
FRAMETrade :
ColumnItem :
277.1016.00 4,876.9610.00
205.00m3Concrete Gr 30
68.33m3add 33.33% shrinkage &
consolidation
273.33m316.00Total 4,373.28
80.000.46Skilled Labour 37.12
50.000.46Unskilled Labour 23.20
FRAMETrade :
BeamItem :
277.1016.00 4,876.9610.00
205.00m3Concrete Gr 30
68.33m3add 33.33% shrinkage &
consolidation
273.33m316.00Total 4,373.28
80.000.46Skilled Labour 37.12
50.000.46Unskilled Labour 23.20
FRAMETrade :
Roof beamItem :
277.105.00 1,524.0510.00
205.00m3Concrete Gr 30
68.33m3add 33.33% shrinkage &
consolidation
273.33m35.00Total 1,366.65
80.000.15Skilled Labour 11.60
50.000.15Unskilled Labour 7.25
FRAMETrade :
To side of columnItem :
22.51222.00 5,496.9410.00
80.00bld18mm Plywood
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18. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
26.91Cost of Plywood
30.95add allowance for cutting 15%
7.74Allow 4 uses
0.77waste on each use 10%
0.23nails, bolts and mould 3%
18.74222.00Total 4,160.28
80.006.44Skilled labour 515.04
50.006.44Unskilled labour 321.90
FRAMETrade :
To sides and soffits of suspended roof beamsItem :
22.5126.00 643.7910.00
80.00bld18mm Plywood
26.91Cost of Plywood
30.95add allowance for cutting 15%
7.74Allow 4 uses
0.77waste on each use 10%
0.23nails, bolts and mould 3%
18.7426.00Total 487.24
80.000.75Skilled labour 60.32
50.000.75Unskilled labour 37.70
FRAMETrade :
To sides and soffits of suspended upstand beamsItem :
22.5131.00 767.5910.00
80.00bld18mm Plywood
26.91Cost of Plywood
30.95add allowance for cutting 15%
7.74Allow 4 uses
0.77waste on each use 10%
0.23nails, bolts and mould 3%
18.7431.00Total 580.94
80.000.90Skilled labour 71.92
50.000.90Unskilled labour 44.95
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19. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
FRAMETrade :
To sides and soffits of isolated roof beamItem :
22.512.00 49.5210.00
80.00bld18mm Plywood
26.91Cost of Plywood
30.95add allowance for cutting 15%
7.74Allow 4 uses
0.77waste on each use 10%
0.23nails, bolts and mould 3%
18.742.00Total 37.48
80.000.06Skilled labour 4.64
50.000.06Unskilled labour 2.90
FRAMETrade :
8mm Diameter rod as linksItem :
6.29398.00 2,753.7610.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.40Total 1,002.96
80.0011.54Skilled labour 923.36
50.0011.54Unskilled labour 577.10
FRAMETrade :
10mm Diameter rod as linksItem :
6.291,268.00 8,773.2910.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
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20. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.181.27Total 3,195.36
80.0036.77Skilled labour 2,941.76
50.0036.77Unskilled labour 1,838.60
FRAMETrade :
8mm Diameter rod as stirrupsItem :
6.29235.00 1,625.9710.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.24Total 592.20
80.006.82Skilled labour 545.20
50.006.82Unskilled labour 340.75
FRAMETrade :
10mm Diameter rod as stirrupsItem :
6.29125.00 864.8810.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.13Total 315.00
80.003.63Skilled labour 290.00
50.003.63Unskilled labour 181.25
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21. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
FRAMETrade :
12mm Diameter rod as stirrupsItem :
6.292.00 13.8410.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.00Total 5.04
80.000.06Skilled labour 4.64
50.000.06Unskilled labour 2.90
FRAMETrade :
8mm Diameter rod as links / stirrupsItem :
6.29130.00 899.4710.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.13Total 327.60
80.003.77Skilled labour 301.60
50.003.77Unskilled labour 188.50
FRAMETrade :
10mm Diameter rod as links / stirrupsItem :
6.294.00 27.6810.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
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22. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.00Total 10.08
80.000.12Skilled labour 9.28
50.000.12Unskilled labour 5.80
FRAMETrade :
12mm Diameter rodItem :
6.29850.00 5,881.1510.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.85Total 2,142.00
80.0024.65Skilled labour 1,972.00
50.0024.65Unskilled labour 1,232.50
FRAMETrade :
12mm Diameter rodItem :
6.29389.00 2,691.4910.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.39Total 980.28
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23. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
80.0011.28Skilled labour 902.48
50.0011.28Unskilled labour 564.05
FRAMETrade :
16mm Diameter rodItem :
6.29439.00 3,037.4410.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.44Total 1,106.28
80.0012.73Skilled labour 1,018.48
50.0012.73Unskilled labour 636.55
FRAMETrade :
12mm Diameter rodItem :
6.29247.00 1,708.9910.00
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.25Total 622.44
80.007.16Skilled labour 573.04
50.007.16Unskilled labour 358.15
FRAMETrade :
16mm Diameter rodItem :
6.29187.00 1,293.8510.00
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24. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
2,300.00tonneReinforcement bar delivered to site
0.50tonneAdd Labour stacking & loading
161.00Add wastage 7% on rebar
31.68Add tie wire 0.66kg/100kg @
RM4.80/kg
4.00tonneAdd spacers at RM4.00 per tonne
22.00tonneAdd rolling margin
2,519.180.19Total 471.24
80.005.42Skilled labour 433.84
50.005.42Unskilled labour 271.15
STAIRCASETrade :
To landing slabItem :
8.155.00 44.8310.00
10.63bagcement
6.75tonnesand
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
570.00m3Gross Total
188.10m3add shrinkage, waste etc 33.33%
758.10m3Net total for 6m3
108.30m3Divide by parts of mix (1:6)
2.71m25.00Cost per m2 13.55
80.00m20.342 skilled labour 27.20
STAIRCASETrade :
To undercut risers 171.40mm high :[0 m2]Item :
8.1523.00 206.2010.00
10.63bagcement
6.75tonnesand
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25. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
570.00m3Gross Total
188.10m3add shrinkage, waste etc 33.33%
758.10m3Net total for 6m3
108.30m3Divide by parts of mix (1:6)
2.71m2Cost per m2
2.71m23.00cost per m 62.33
80.00m21.562 skilled labour 125.12
STAIRCASETrade :
To undercut risers 157.10mm highItem :
8.1523.00 206.2010.00
10.63bagcement
6.75tonnesand
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
570.00m3Gross Total
188.10m3add shrinkage, waste etc 33.33%
758.10m3Net total for 6m3
108.30m3Divide by parts of mix (1:6)
2.71m2Cost per m2
2.71m23.00Cost per m 62.33
Page : 9BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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26. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
80.00m21.562 skilled labour 125.12
STAIRCASETrade :
To treads 255mm wideItem :
8.1542.00 376.5310.00
10.63bagcement
6.75tonnesand
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
570.00m3Gross Total
188.10m3add shrinkage, waste etc 33.33%
758.10m3Net total for 6m3
108.30m3Divide by parts of mix (1:6)
2.71m2Cost per m2
2.71m42.00Cost per m 113.82
80.00m22.862 skilled labour 228.48
STAIRCASETrade :
To landing slabItem :
702.405.00 3,863.2010.00
7.50m2tiles
50.00dayskilled
11.00nono. of tiles per m2
633.60m2Gross cost per m2@
RM57.60/piece
63.36m2add 10% wastage
696.96m25.00Net Cost per m2 3,484.80
Page : 10BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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27. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
80.00m20.342 skilled labour 27.20
STAIRCASETrade :
To undercut risers 171.40mm high :[0 m2]Item :
214.5323.00 5,427.6110.00
7.50m2tiles
50.00dayskilled
11.00nono. of tiles per m2
633.60m2Gross cost per m2@
RM57.60/piece
63.36m2add 10% wastage
696.96m2Net Cost per m2
209.09m23.00net cost per m 4,809.07
80.00m21.562 skilled labour 125.12
STAIRCASETrade :
To undercut risers 157.10mm highItem :
214.5323.00 5,427.6110.00
7.50m2tiles
50.00dayskilled
11.00nono. of tiles per m2
633.60m2Gross cost per m2@
RM57.60/piece
63.36m2add 10% wastage
696.96m2Net Cost per m2
209.09m23.00net cost per m 4,809.07
80.00m21.562 skilled labour 125.12
STAIRCASETrade :
To treads 255mm wideItem :
214.5342.00 9,911.2910.00
Page : 11BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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28. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
50.00dayskilled
7.50m2tiles
11.00nono. of tiles per m2
633.60m2Gross cost per m2@
RM57.60/piece
63.36m2add 10% wastage
696.96m2Net Cost per m2
209.09m42.00net cost per m 8,781.78
80.00m22.862 skilled labour 228.48
STAIRCASETrade :
Extra over for 75mm x10mm thick ceramic nosing tiles to treads and landingItem :
43.9445.00 2,175.0310.00
50.00dayskilled
6.25piecenosing tile
14.00nono. of tiles per m2
35.00m2Gross cost per m2@ RM2.50/piece
3.50m2add 10% wastage
38.50m245.00Net Cost per m2 1,732.50
80.00m23.062 skilled labour 244.80
STAIRCASETrade :
To slopping soffit of staircaseItem :
8.1913.00 117.1210.00
7.50literplasticiser
10.63bagcement
6.75tonnesand
50.00dayskilled
Page : 12BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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29. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
8.52m3Plasticizer 6L/1000 kg cement @
RM 5/liter
578.52m3Gross Total
190.91m3add shrinkage, waste etc 33.33%
769.43m3Net total for 6m3
109.92m3Divide by parts of mix (1:6)
2.75m213.00Cost per m2 35.75
80.00m20.882 skilled labour 70.72
STAIRCASETrade :
To soffit of landing slabItem :
8.194.00 36.0410.00
7.50literplasticiser
10.63bagcement
6.75tonnesand
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
8.52m3Plasticizer 6L/1000 kg cement @
RM 5/liter
578.52m3Gross Total
190.91m3add shrinkage, waste etc 33.33%
769.43m3Net total for 6m3
109.92m3Divide by parts of mix (1:6)
2.75m24.00Cost per m2 11.00
80.00m20.272 skilled labour 21.76
STAIRCASETrade :
To soffit of landing beamsItem :
Page : 13BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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30. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
8.197.00 63.0610.00
7.50literplasticiser
10.63bagcement
6.75tonnesand
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
8.52m3Plasticizer 6L/1000 kg cement @
RM 5/liter
578.52m3Gross Total
190.91m3add shrinkage, waste etc 33.33%
769.43m3Net total for 6m3
109.92m3Divide by parts of mix (1:6)
2.75m27.00Cost per m2 19.25
80.00m20.482 skilled labour 38.08
STAIRCASETrade :
To raking sides 270mm wide including finishing to profile of treads and risersItem :
6.757.00 51.9810.00
7.50literplasticiser
10.63bagcement
6.75tonnesand
50.00dayskilled
426.00m31m3 at 1420 kg/m3 at RM15.00 /
50kg
144.00m3Sand at 3m3 at 1600kg/m3 at
RM30.00/tonne
8.52m3Plasticizer 6L/1000 kg cement @
RM 5/liter
578.52m3Gross Total
190.91m3add shrinkage, waste etc 33.33%
769.43m3Net total for 6m3
109.92m3Divide by parts of mix (1:6)
Page : 14BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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31. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
1.31m2Cost per m2
1.31m7.00cost per m 9.17
80.00m20.482 skilled labour 38.08
STAIRCASETrade :
To slopping soffit of staircaseItem :
6.8313.00 97.6710.00
6.75litrepaint primer coat
2,300.00litrepaint dulux paint
50.00dayskilled
Cost/100m2
69.17m21 primer
57.18m22 final coats
126.35m2gross total
12.64m2add wastage 10%
138.99m2total
1.39m213.00cost per 1m2 18.07
80.00m20.882 skilled labour 70.72
STAIRCASETrade :
To soffit of landing slabItem :
6.834.00 30.0510.00
6.75litrepaint primer coat
2,300.00litrepaint dulux paint
50.00dayskilled
Cost/100m2
69.17m21 primer
57.18m22 final coats
126.35m2gross total
12.64m2add wastage 10%
Page : 15BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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32. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
138.99m2total
1.39m24.00cost per 1m2 5.56
80.00m20.272 skilled labour 21.76
STAIRCASETrade :
To soffit of landing beamsItem :
6.837.00 52.5910.00
6.75litrepaint primer coat
2,300.00litrepaint dulux paint
50.00dayskilled
Cost/100m2
69.17m21 primer
57.18m22 final coats
126.35m2gross total
12.64m2add wastage 10%
138.99m2total
1.39m27.00cost per 1m2 9.73
80.00m20.482 skilled labour 38.08
STAIRCASETrade :
To raking sides 270mm wide including finishing to profile of treads and risersItem :
6.834.00 30.0510.00
6.75litrepaint primer coat
2,300.00litrepaint dulux paint
50.00dayskilled
Cost/100m2
69.17m21 primer
57.18m22 final coats
126.35m2gross total
12.64m2add wastage 10%
Page : 16BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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33. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
138.99m2total
1.39m24.00cost per 1m2 5.56
80.00m20.272 skilled labour 21.76
STAIRCASETrade :
75mm x 38mm x 3mm thick matt black powder coated mild steel rectangular hItem :
288.1415.00 4,754.3110.00
2,300.00mhandrail
50.00dayskilled
257.00mhandrail
25.70madd 10% wastage
282.70m15.00total 4,240.50
80.00m21.022 skilled labour 81.60
STAIRCASETrade :
8mm black powder coated mild steel flat bar welded to mild steel balustradeItem :
38.6415.00 637.5610.00
mflat bar 8mm
50.00dayskilled
30.20mflat bar 8mm
3.20madd 10% wastage
33.20m15.00total 498.00
80.00m21.022 skilled labour 81.60
Page : 17BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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34. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
STAIRCASETrade :
974mm high balustrading, including bends and ramps; compromising 28 numItem :
428.1715.00 7,064.8110.00
mbaluster, balustrading, rail
50.00dayskilled
384.30mbaluster, balustrading, rail
38.43madd 10% wastage
422.73m15.00total 6,340.95
80.00m21.022 skilled labour 81.60
DOORSTrade :
100mm x 200mm depth precast concrete grade 25 lintel reinforced with 4 nos 1Item :
79.7813.00 1,140.8510.00
74.60no100mm x 200mm high precast
reinforced concrete (Grade 25)
3.73Allow 5% of wastage
78.3313.00 1,018.29
Labour
50.00days0.38 18.85
DOORSTrade :
Supply and fix in position 1.0mm thickItem :
169.454.00 745.5810.00
160.00no900mm x 2100mm Door Frame
8.00Allow for wastage 5%
168.004.00 672.00
50.000.12Labour 5.80
DOORSTrade :
Page : 18BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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35. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
Supply and fix in position 1.0mm thickItem :
169.451.00 186.4010.00
160.00no900mm x 2175mm Door Frame
8.00Allow for wastage 5%
168.001.00 168.00
50.000.03Labour 1.45
DOORSTrade :
Supply and fix in position 1.0mm thickItem :
169.456.00 1,118.3710.00
160.00no825mm x 2100mm Door Frame
8.00Allow for wastage 5%
168.006.00 1,008.00
50.000.17Labour 8.70
DOORSTrade :
Overall size 840mm x 2060mm x 40mm thicksemi-core timber flush door in GItem :
169.454.00 745.5810.00
160.00no840mm x 2060mm Door Frame
8.00Allow for wastage 5%
168.004.00 672.00
50.000.12Labour 5.80
DOORSTrade :
Overall size 840mm x 2135mm x 40mm thick semi-core timber flush door in GItem :
169.451.00 186.4010.00
160.00no840mm x 2135mm Door Frame
8.00Allow for wastage 5%
168.001.00 168.00
50.000.03Labour 1.45
DOORSTrade :
Overall size 765mm x 2060mm x 40mm thick hollowcore timber flush door inItem :
169.456.00 1,118.3710.00
160.00no765mm x 2060mm Door Frame
8.00Allow for wastage 5%
Page : 19BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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36. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
168.006.00 1,008.00
50.000.17Labour 8.70
DOORSTrade :
100mm x 75mm x 3mm Thick medium duty S.S.SUS 304 butt hinges and fix tItem :
126.0044.00 6,098.4010.00
120.00no100mm x75mm x 3mm thk
medium duty S.S.SUS 304 butt
hinges
6.00Allow for installation 5%
126.0044.00Total 5,544.00
DOORSTrade :
Stainless steel 'LOKRITE" lever handle lockset fix to door above 950mm flooItem :
84.0010.00 924.0010.00
80.00no'LOKRITE' 950mm above finished
floor level
4.00Allow for installation 5%
84.0010.00Total 840.00
DOORSTrade :
Stainless steel 'LOKRITE" lever handle lockset fix to door above 1025mm floItem :
84.001.00 92.4010.00
80.00no'LOKRITE' 1025mm above
finished floor level
4.00Allow for installation 5%
84.001.00Total 84.00
DOORSTrade :
Surface of metal door frame exceeding 150mm not exceeding 300mm girth :Item :
3.6156.00 222.3810.00
0.33m2One coat of green zinc phosphate
primer
0.30m2One undercoat
0.54m2Two finishing coats of ICI
1.17m2Gross Total
0.12m2Add wastage 10%
1.29m256.00Total 72.24
80.001.62Labour 129.92
Page : 20BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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37. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
DOORSTrade :
Surface of flush door.Item :
3.7359.00 242.0810.00
0.25m2One coat of approed primer
0.35m2One 'ICI' dulux speed undercoat
0.68m2Two finishing coats of 'ICI'
timbertone stained
1.28m2Gross Total
0.13m2Add wastage 10%
1.41m259.00Total 83.19
80.001.71Labour 136.88
INTERNAL FLOOR FINISHESTrade :
To floors; 41 mm thick.Item :
9.81170.00 1,834.4710.00
80.00bagsCement
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m2170.00Cost per m2 1,421.20
labour
50.00days4.93 246.50
INTERNAL FLOOR FINISHESTrade :
To skirtings; 19 mm thick; 75 mm high.Item :
2.08122.00 279.1410.00
80.00bagsCement
Page : 21BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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38. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m2Cost per m2
Unit rate to skirting 75mm high in
meter
0.63m122.00Material cost in meter 76.86
50.00days3.54labour 176.90
INTERNAL FLOOR FINISHESTrade :
To floors; 41 mm thick.Item :
9.8138.00 410.0610.00
80.00bagsCement
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m238.00Cost per m2 317.68
50.00days1.10labour 55.10
INTERNAL FLOOR FINISHESTrade :
To drops; 19 mm thick; 75 mm highItem :
Page : 22BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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39. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
2.085.00 11.4410.00
80.00bagsCement
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m2Cost per m2
Unit rate to skirting 75mm high in
meter
0.63m5.00Material cost in meter 3.15
50.00days0.15labour 7.25
INTERNAL FLOOR FINISHESTrade :
To drops; 19 mm thick; 25 mm highItem :
1.669.00 16.4310.00
80.00bagsCement
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m2Cost per m2
Unit rate to drop 25mm high in
meter
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Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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40. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
0.21m9.00Material cost in meter 1.89
50.00days0.26labour 13.05
INTERNAL FLOOR FINISHESTrade :
To floors; 41 mm thick.Item :
9.81170.00 1,834.4710.00
80.00bagsCement
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m2170.00Cost per m2 1,421.20
50.00days4.93labour 246.50
INTERNAL FLOOR FINISHESTrade :
To skirtings; 19 mm thick; 75 mm high.Item :
2.08122.00 279.1410.00
80.00bagsCement
443.041m3 at 1420 kg/m3 at RM 15.60/
50kg
80.00tonneSand
170.40Sand at 3m3 at 1600kg/m3 at
RM35.50 /22tonne
613.44
202.44m3Add shrinkage,waste etc 33.33%
815.88m3Net total for 4m3
203.97m3Divide by parts of mix (1:3)
8.36m2Cost per m2
Page : 24BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
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41. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
Unit rate to skirting 75mm high in
meter
0.63m122.00Material cost in meter 76.86
50.00days3.54labour 176.90
INTERNAL FLOOR FINISHESTrade :
To floors; 41 mm thick.Item :
9.0438.00 377.8710.00
2.78m2No. of tiles per m2
6.11Gross cost per m2 at
RM2.20/piece
0.61Add 10% wastage
6.7238.00 255.36
labour
80.00days1.10 88.16
INTERNAL FLOOR FINISHESTrade :
To drops; 19 mm thick; 75 mm highItem :
2.825.00 15.5110.00
2.78m2No. of tiles per m2
6.11Gross cost per m2 at
RM2.20/piece
0.61Add 10% wastage
6.72
Unit rate to drop 75mm high in m
0.50m5.00Material cost in meter 2.50
80.00days0.15labour 11.60
INTERNAL FLOOR FINISHESTrade :
To drops; 19 mm thick; 25 mm highItem :
2.499.00 24.6510.00
Page : 25BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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42. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
2.78m2No. of tiles per m2
6.11Gross cost per m2 at
RM2.20/piece
0.61Add 10% wastage
6.72
Unit rate to drop 25mm high in m
0.17m9.00Material cost in meter 1.53
80.00days0.26labour 20.88
EXTERNAL FINISHESTrade :
19mm Thick to walls, columns and copingItem :
6.00330.00 2,178.0010.00
Material
15.60bagsOriginal Portland Cement
443.04m3Base cost for cement
35.50tonneSand
340.80m3Base cost for sand
783.84m3Gross Total
111.98m3Divide by part of mix (1:6)
36.95m3Add shrinkage waste 33.33%
2.83m2330.00Material Cost per m2 933.90
Labour
85.00day9.57Plasterer 815.10
EXTERNAL FINISHESTrade :
Plastered walls and columnsItem :
4.84330.00 1,756.9210.00
Material
0.31m2ICI Primer
0.31m2Base Cost of ICI Primer
1.12m2ICI Arcylic Weathershield Paint
2.24m2Base Cost of two coats ICI Arcylic
Weathershield Paint
Page : 26BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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43. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
2.55m2Gross total
0.26m2Add wastage 10%
2.81m2330.00Total Material Cost 927.30
Labour
70.00day9.57Painter 669.90
EXTERNAL FINISHESTrade :
To floors; 50 mm thick; cement imprintItem :
9.9249.00 534.6910.00
Material
15.60bagsLafarge Orginal Portland Cement
443.04m3Base cost for cement
35.50tonneSand
340.80m3Base cost for sand
783.84m3Gross Total
111.98m3Divide by part of mix (1:6)
36.95m3Add shinkage waste 33.33%
7.45m249.00Material cost per m2 365.05
Labour
85.00day1.42Plasterer 121.03
EXTERNAL FINISHESTrade :
To drops 19mm thick ; 100 mm high; cement screedItem :
2.754.00 12.1010.00
Material
15.60bagsLafarge Orginal Portland Cement
443.04m3Base cost for cement
35.50tonneSand
340.80m3Base cost for sand
783.84m3Gross Total
111.98m3Divide by part of mix (1:6)
36.95m3Add shinkage waste 33.33%
2.83m2Material cost per m2
Page : 27BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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44. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
0.28m4.00Material cost per m 1.12
Labour
85.00day0.12Plasterer 9.88
EXTERNAL FINISHESTrade :
To floors; 41 mm thick.Item :
9.782.00 21.5210.00
Material
15.60bagsLafarge Orginal Portland Cement
443.04m3Base cost for cement
35.50tonneSand
227.20m3Base cost for sand
670.24m3Gross Total
134.05m3Divide by part of mix (1:4)
44.24m3Add shinkage waste 33.33%
7.31m22.00Material cost per m2 14.62
Labour
85.00day0.06Plasterer 4.94
EXTERNAL FINISHESTrade :
To drops 19mm thick ; 100 mm high; cement screedItem :
2.813.00 9.2710.00
Material
15.60bagsLafarge Orginal Portland Cement
443.04m3Base cost for cement
35.50tonneSand
227.20m3Base cost for sand
670.24m3Gross Total
134.05m3Divide by part of mix (1:4)
44.24m3Add shinkage waste 33.33%
3.39m2Material cost per m2
0.34m3.00Material cost per m 1.02
Page : 28BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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45. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
Labour
85.00day0.09Plasterer 7.41
EXTERNAL FINISHESTrade :
To floors; .Item :
19.126.00 126.1910.00
Material
15.00m2'Niro' lucido ceramic non-slip tiles
1.50m2Add wastage 10%
0.30m2Allow material( white cement) for
2%
16.80m26.00Material cost 100.80
Labour
80.00day0.17Tiler 13.92
EXTERNAL FINISHESTrade :
To drops; 19 mm thick; 75 mm highItem :
3.584.00 15.7510.00
Material
15.00m2'Niro' lucido ceramic non-slip tiles
1.50m2Add wastage 10%
0.30m2Allow material( white cement) for
2%
16.80m2Material cost per m2
1.26m4.00Material cost per m 5.04
Labour
80.00day0.12Tiler 9.28
EXTERNAL FINISHESTrade :
To floors; .Item :
22.482.00 49.4610.00
Material
18.00m2'Niro' lucido ceramic polish tiles
1.80m2Allow wastge for 10%
Page : 29BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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46. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
0.36m2Allow white cement for 2%
20.16m22.00Material cost per m2 40.32
Labour
80.00day0.06Tiler 4.64
EXTERNAL FINISHESTrade :
To drops 19mm thick ; 100 mm high; cement screedItem :
4.343.00 14.3210.00
Material
18.00m2'Niro' lucido ceramic polish tiles
1.80m2Allow wastge for 10%
0.36m2Allow white cement for 2%
20.16m2Material cost per m2
2.02m3.00Material cost per m 6.06
Labour
80.00day0.09Tiler 6.96
EXTERNAL FINISHESTrade :
To concrete soffits and sides and soffits of beams.Item :
20.2364.00 1,424.1910.00
Material
16.15m2Lafarge Skim Coating
1.62m2Add wastage 10%
17.77m264.00Gross total 1,136.64
Labour
85.00day1.86Plasterer 158.08
EXTERNAL FINISHESTrade :
2400mm x 1200mm x 9mm thickItem :
41.326.00 272.7110.00
Material
Page : 30BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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47. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
30.00m2UAC superflex plasterboard
ceiling
3.00m2Add wastage 10%
6.00m2Add tools and materials 20%
39.00m26.00Total Material price 234.00
Labour
80.00day0.17Joiner 13.92
EXTERNAL FINISHESTrade :
Plastered soffits and sides and soffit of beams.Item :
2.8164.00 197.8210.00
Material
0.25m2Maxilite Primer
0.25m2Base cost of Maxilitie Primer
0.23m2Maxilite Emulsion Paint
0.46m2Base cost of Maxilite Emulsion
Paint
0.71m2Gross total
0.07m2Add wastage 10%
0.78m264.00Total material cost 49.92
Labour
70.00day1.86Painter 129.92
EXTERNAL FINISHESTrade :
Soffits of plasterboardItem :
2.816.00 18.5510.00
Material
0.25m2Maxilite Primer
0.25m2Base cost of Maxilitie Primer
0.23m2Maxilite Emulsion Paint
0.46m2Base cost of Maxilite Emulsion
Paint
0.71m2Gross total
0.07m2Add wastage 10%
0.78m26.00Total material cost 4.68
Page : 31BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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48. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
Labour
70.00day0.17Painter 12.18
EXTERNAL FINISHESTrade :
Soffits of plasterboard at sloping ceiling of 23# from horizontalItem :
2.8120.00 61.8210.00
Material
0.25m2Maxilite Primer
0.25m2Base cost of Maxilitie Primer
0.23m2Maxilite Emulsion Paint
0.46m2Base cost of Maxilite Emulsion
Paint
0.71m2Gross total
0.07m2Add wastage 10%
0.78m220.00Total material cost 15.60
Labour
70.00day0.58Painter 40.60
EXTERNAL FINISHESTrade :
Soffits of plasterboard at sloping ceiling of 18# from horizontalItem :
2.8114.00 43.2710.00
Material
0.25m2Maxilite Primer
0.25m2Base cost of Maxilitie Primer
0.23m2Maxilite Emulsion Paint
0.46m2Base cost of Maxilite Emulsion
Paint
0.71m2Gross total
0.07m2Add wastage 10%
0.78m214.00Total material cost 10.92
Labour
70.00day0.41Painter 28.42
Page : 32BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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49. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
SANITARY FITTINGSTrade :
"SH034310" exposed fixed chromed shower rose complete with 150mm brassItem :
172.604.00 759.4410.00
22.60no4.00"SH034310" exposed fixed
chromed shower rose complete
with 150mm brass chrome finish
arm and concealed stopcock
complete with full turn knob
handle
90.40
150.00no4.00Sanitary Installer 600.00
SANITARY FITTINGSTrade :
"SR9303" 1050mm(L) x 150mm(W) x 92mm(H) wall semi-recessed soap dishItem :
177.004.00 778.8010.00
150.00no4.00Sanitary Installer 600.00
27.00no4.00"SR9303" 1050mm(L) x
150mm(W) x 92mm(H) wall
semi-recessed soap dish
108.00
SANITARY FITTINGSTrade :
"PR9303" 160mm(L) x 160mm(W) x90mm(H) wall semi recessed toilet roll hItem :
190.004.00 836.0010.00
40.00no4.00"PR9303" 160mm(L) x
160mm(W) x90mm(H) wall semi
recessed toilet roll holder in white
colour complete with plastic roller
160.00
150.00no4.00Sanitary Installer 600.00
SANITARY FITTINGSTrade :
Aluminium single bowl single drainer kitchen sink ; complete with standard wItem :
245.001.00 269.5010.00
150.00no1.00Sanitary Installer 150.00
95.00no1.00Aluminium single bowl single
drainer kitchen sink ; complete
with standard waste fittings, plug
& CHAIN AND 40MM (1 1/2)
PVC bottom trap
95.00
SANITARY FITTINGSTrade :
DOBOHT Brass Bathroom Sink Basin Kitchen Single Lever Cold Tap FaucItem :
210.001.00 231.0010.00
Page : 33BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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50. Rate Breakup Sheets with Quantity
Job Name : SOFTWARE-1-2 Job Description
Client's Name:
Description No. ItemMarkRateUnitQuantity+/-
% Up % Amount
60.00no1.00DOBOHT Brass Bathroom Sink
Basin Kitchen Single Lever Cold
Tap Faucet(Chrome)
60.00
150.00no1.00Sanitary Installer 150.00
SANITARY FITTINGSTrade :
FLE 805HBT Cross Handle Hose Bib TapItem :
270.004.00 1,188.0010.00
150.00no4.00Sanitary Installer 600.00
120.00no4.00FLE 805HBT Cross Handle Hose
Bib Tap
480.00
SANITARY FITTINGSTrade :
FLSK 5046 Stainless Steel bowl 500mm x 460mm x 185mm (thickness 0.9mmItem :
296.004.00 1,302.4010.00
146.00no4.00FLSK 5046 Stainless Steel bowl
500mm x 460mm x 185mm
(thickness 0.9mm) (S/S304)
584.00
150.00no4.00Sanitary Installer 600.00
SANITARY FITTINGSTrade :
QC14226 Stainless Steel Brush Finish Toilet Bathroom Handheld Spray ShoItem :
294.204.00 1,294.4810.00
150.00no4.00Sanitary Installer 600.00
144.20no4.00QC14226 Stainless Steel Brush
Finish Toilet Bathroom Handheld
Spray Shower Bidet Rinse With
Supply Hose And Laundry Faucet
576.80
Page : 34BUILDSOFT EDUCATIONAL 23/Jun/17Date of Printing:
Global Estimating System (32 Bit) - HFOR EDUCATIONAL PURPOSES ONLY
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