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Project Work Plan

3.8 M Litre Water Storage Tank

Cost Analysis

City of St. John’s, NL

3.8 M Litre Water Storage Tank Cost Analysis

PROJECT WORK

M Litre Water Storage Tank Cost AnalysisCity of St. John’s, NL

fga Consulting Engineers Limited

Greg Barton; Ken Tobinfga Consulting Engineers

SGMC ConsultantsCivil Engineering Group 4:

Richard Chambers

Faculty of Engineering & Applied ScienceMemorial University of Newfoundland

[email protected]

Course and InstructorCivil Engineering Project

Dr. Steve Bruneau

29 January, 2010

PROJECT WORK PLAN

M Litre Water Storage Tank Cost Analysis City of St. John’s, NL


Prepared for: Greg Barton; Ken Tobin

fga Consulting Engineers Limited 2 Hunt’s Lane St. John’s, NL

A1B 2L3

Prepared by: SGMC Consultants

Civil Engineering Group 4: Mark Sampson Nikita Gibbons

Russell Murphy Richard Chambers

Faculty of Engineering & Applied Science

Memorial University of Newfoundland St. John’s, NL

A1B 3X5 [email protected]

Course and Instructor: Civil Engineering Project – ENGI 8700

Dr. Steve Bruneau

Date: 29 January, 2010

Engineering 8700 – Group 4

fga Consulting Engineers Limited2 Hunt’s Lane St. John’s, NL A1B 2L3 Subject: 3.8 M Litre Water Storage Tank Cost Analysis Dear Mr. Barton and Mr. Tobin: SGMC Consultants were retained by fga Conscost analysis for a 3.8 M litre water storage tank. As a result, SGMC Consultants have prepared a detailed project work plan. The project work plan consists of a project description and requirements to be met. The main components are the methodology and tasks that SGMC will follow for project execution. The project schedule, costs and risks are also contained in this report so all parties have the ability to refer to these items throughout the course of the project. The enclosed project work plan resulted from a request by Dr. Steve Bruneau, Engineering 8700 professor to gain a better understanding of SGMC’s work plan to complete the project in an efficient and realistic manner. This report may be used throughout the course of the project to ensure specific tasks are being completed on schedule so the final report and presentation deadline is met. If there are any questions concerning this report, we would be pleased to discuss them with you.

cc: Dr. Steve Bruneau

SGMC ConsultantsFaculty of Engineering and Applied Science

Memorial University of

29 January, 2010

Consulting Engineers Limited


Dear Mr. Barton and Mr. Tobin:

SGMC Consultants were retained by fga Consulting Engineers Limited to carry out a cost analysis for a 3.8 M litre water storage tank. As a result, SGMC Consultants have prepared a detailed project work plan.

The project work plan consists of a project description and requirements to be met. The ain components are the methodology and tasks that SGMC will follow for project

execution. The project schedule, costs and risks are also contained in this report so all parties have the ability to refer to these items throughout the course of the project.

The enclosed project work plan resulted from a request by Dr. Steve Bruneau, Engineering 8700 professor to gain a better understanding of SGMC’s work plan to complete the project in an efficient and realistic manner. This report may be used

course of the project to ensure specific tasks are being completed on schedule so the final report and presentation deadline is met.

If there are any questions concerning this report, we would be pleased to discuss them

Yours sincerely,

SGMC ConsultantsCivil Engineering Group 4

SGMC Consultants Faculty of Engineering and Applied Science

Memorial University of Newfoundland St. John’s, NL

A1B 3X5

29 January, 2010

ulting Engineers Limited to carry out a cost analysis for a 3.8 M litre water storage tank. As a result, SGMC Consultants have

The project work plan consists of a project description and requirements to be met. The ain components are the methodology and tasks that SGMC will follow for project

execution. The project schedule, costs and risks are also contained in this report so all parties have the ability to refer to these items throughout the course of the project.

The enclosed project work plan resulted from a request by Dr. Steve Bruneau, Engineering 8700 professor to gain a better understanding of SGMC’s work plan to complete the project in an efficient and realistic manner. This report may be used

course of the project to ensure specific tasks are being completed on

If there are any questions concerning this report, we would be pleased to discuss them

Yours sincerely,

MC Consultants Civil Engineering Group 4


1 INTRODUCTION ................................

1.1 PROJECT DESCRIPTION ................................1.2 PROJECT REQUIREMENTS

2 METHODOLOGY ................................

2.1 PROJECT APPROACH ................................2.2 ORGANIZATION AND ROLE

2.3 CLIENT INTERACTION AN

2.4 DESIGN PRINCIPLES TO BE APPL

2.5 PROJECT COST ESTIMATING AND LEVEL

2.6 DESIRED OUTCOME ................................2.7 REPORTING AND DELIVE

2.8 TROUBLESHOOTING ................................

3 TASKS ................................

3.1 RESEARCH ................................3.2 BRAINSTORMING ................................3.3 DESIGN AND STRUCTURAL

3.4 DRAFTING ................................3.5 QUANTITY ESTIMATION A

3.6 COST / BENEFIT ANALYSIS

4 SCHEDULE ................................

4.1 PROJECT SCHEDULE ................................4.2 KEY POINTS ................................4.3 TRACKING ................................

5 COSTS ................................

6 DELIVERABLES ................................

7 RISKS ................................

8 REFERENCES................................

List of Figures: Figure 1: Aboveground Steel Storage TankFigure 2: Aboveground Concrete Storage TankFigure 3: Modified Schedule Plan

List of Appendices: Appendix A - Project schedule Appendix B - SOQ

PROJECT WORK PLAN

3.8 M LITRE WATER STORAGE TANK COST ANALYSIS

TABLE OF CONTENTS

................................................................................................

................................................................................................ROJECT REQUIREMENTS .............................................................................................

................................................................................................

................................................................................................RGANIZATION AND ROLES ...........................................................................................LIENT INTERACTION AND ROLE ................................................................

RINCIPLES TO BE APPLIED ................................................................STIMATING AND LEVEL OF ACCURACY ................................

................................................................................................REPORTING AND DELIVERABLES ................................................................

................................................................................................

................................................................................................

................................................................................................................................................................................................

TRUCTURAL ANALYSIS ................................................................................................................................................................

UANTITY ESTIMATION AND PRODUCTIVITY ANALYSIS ................................NALYSIS ............................................................................................

................................................................................................

................................................................................................................................................................................................

................................................................................................

................................................................................................

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Figure 1: Aboveground Steel Storage Tank………………………………………………………..….2Figure 2: Aboveground Concrete Storage Tank ......................................................Figure 3: Modified Schedule Plan.............................................................................................

Project schedule

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1 INTRODUCTION

1.1 PROJECT DESCRIPTION

fga Consulting Engineers Limited was established in 1983 and is a wholly owned and operated Newfoundland and Labrador disciplinary consulting engineering services in many areas with one of their specialties being storage tanks. fga Consulting Engineers Ltd.management for tank cleaning, inspection

SGMC Consultants will be conducting a potable water storage tank option study to determine a preferred alternative for the design and construction. The water tank is required to store 3.8 M litres of potable water for the dtwo options to be analyzed are an above ground structural steel plate tank similar to the one shown in Figure 1 and an above ground reinforced concrete tank similar to the tank being constructed in Figure 2. Different desibe considered along with various foundation designs which correlate with the applied loadings from the different designs to provide a list of options for consideration. SGMC Consultants will collaborate with fga Cdesign options and a complete analysis of these two schemes will be conducted.

Figure 1: Aboveground Steel Storage Tank

The scope of work for the options will include a preliminary design for each of the tanks considered. The preliminary designs shall be completed in signifiprovide cost estimates for comparison purposes. Design drawings detailing each option at the end of the project will be provided with enough detail to allow the client to determine design features and materials. A list of advantages and disaeach design will be developed to aid in determining the recommended option. The list will identify the life expectancy of material used, required maintenance, initial construction costs and a benefit cost analysis for each option. The final rcontain detailed construction estimates for each option and a final recommendation based on the gathered information and design options.

PROJECT WORK PLAN


PROJECT DESCRIPTION

ga Consulting Engineers Limited was established in 1983 and is a wholly owned and operated Newfoundland and Labrador firm. They provide a wide range of multidisciplinary consulting engineering services in many areas with one of their specialties

Consulting Engineers Ltd. are capable of providing project management for tank cleaning, inspection, and repair design and execution.

SGMC Consultants will be conducting a potable water storage tank option study to determine a preferred alternative for the design and construction. The water tank is required to store 3.8 M litres of potable water for the developing city of St. John’s. The two options to be analyzed are an above ground structural steel plate tank similar to the one shown in Figure 1 and an above ground reinforced concrete tank similar to the tank being constructed in Figure 2. Different design schemes and materials for the roof will be considered along with various foundation designs which correlate with the applied loadings from the different designs to provide a list of options for consideration. SGMC Consultants will collaborate with fga Consulting Engineers Ltd. to determine two viable design options and a complete analysis of these two schemes will be conducted.

Storage Tank Figure 2: Aboveground Concrete Storage Tank

The scope of work for the options will include a preliminary design for each of the tanks considered. The preliminary designs shall be completed in signifiprovide cost estimates for comparison purposes. Design drawings detailing each option at the end of the project will be provided with enough detail to allow the client to determine design features and materials. A list of advantages and disaeach design will be developed to aid in determining the recommended option. The list will identify the life expectancy of material used, required maintenance, initial construction costs and a benefit cost analysis for each option. The final rcontain detailed construction estimates for each option and a final recommendation based on the gathered information and design options.

2

ga Consulting Engineers Limited was established in 1983 and is a wholly owned firm. They provide a wide range of multi-

disciplinary consulting engineering services in many areas with one of their specialties are capable of providing project

and repair design and execution. SGMC Consultants will be conducting a potable water storage tank option study to

determine a preferred alternative for the design and construction. The water tank is eveloping city of St. John’s. The

two options to be analyzed are an above ground structural steel plate tank similar to the one shown in Figure 1 and an above ground reinforced concrete tank similar to the tank

gn schemes and materials for the roof will be considered along with various foundation designs which correlate with the applied loadings from the different designs to provide a list of options for consideration. SGMC

onsulting Engineers Ltd. to determine two viable design options and a complete analysis of these two schemes will be conducted.

: Aboveground Concrete Storage Tank

The scope of work for the options will include a preliminary design for each of the

tanks considered. The preliminary designs shall be completed in significant detail to provide cost estimates for comparison purposes. Design drawings detailing each option at the end of the project will be provided with enough detail to allow the client to determine design features and materials. A list of advantages and disadvantages for each design will be developed to aid in determining the recommended option. The list will identify the life expectancy of material used, required maintenance, initial construction costs and a benefit cost analysis for each option. The final report will contain detailed construction estimates for each option and a final recommendation


The preliminary design data for the water tank, geotechnical information and environmental considerations haadditional data will be made available upon request. All environmental data will be determined assuming the water tanks will be constructed in St. John’s, Newfoundland and Labrador. The water tank has adiameter of 20.0 metres and a maximum height of 25.0 metres. The geotechnical information provided is an ultimate bearing capacity of 1,500 kPa, allowable bearing capacity of 500 kPa and the depth of foundatiomay be required will be discussed with fga Consulting Engineers Ltd. in weekly meetings, via e-mail, or by telephone depending on its urgency.

1.2 PROJECT REQUIREMENTS

The requirements for the water storage tank optioncomplete cost analysis comparing the construction of a concrete water storage tank to a steel water storage tank. SGMC Consultants will recommend a preferred alternative based on the completed study which will consider the advantaassociated with each option. The project requirements that will be submitted on dates agreed to in the project schedule are:

• Work plan detailing tasks and date complete• Weekly project meetings, with minutes• One interim report submitt• One detailed report detailing the findings of the study• Preliminary drawings showing the water tanks and sizes for each of the options

considered • Preliminary calculations for the design work completed during the study.

Calculations may be in the form of output from computer software, hand calculations, or Microsoft Excel spreadsheets

The project work plan described in this report develops a methodology and list of

tasks and deadlines imposed to complete the project in anmethodology section outlines the approach SGMC Consultants will follow to ensure all project requirements are met.

The identified tasks necessary to complete the project include research in the tank field, brainstorming to choose thand design for each option, drafting for each design, quantity estimation and productivity analysis and a cost/benefit analysis for each design option. Timelines for completion of each task were considered and developed in a schedule using a Gantt chart. This chart will be used as a reference to ensure SGMC Consultants are completing the tasks on time and to guarantee the deadline for project completion is achieved.

PROJECT WORK PLAN


The preliminary design data for the water tank, geotechnical information and environmental considerations have been provided by fga Consulting Engineers Ltd. and additional data will be made available upon request. All environmental data will be determined assuming the water tanks will be constructed in St. John’s, Newfoundland and Labrador. The water tank has a known capacity of 3,800,000 litres, a maximum diameter of 20.0 metres and a maximum height of 25.0 metres. The geotechnical information provided is an ultimate bearing capacity of 1,500 kPa, allowable bearing capacity of 500 kPa and the depth of foundation of 2.1 metres. Any additional data that may be required will be discussed with fga Consulting Engineers Ltd. in weekly

mail, or by telephone depending on its urgency.

PROJECT REQUIREMENTS

The requirements for the water storage tank option project are to provide a complete cost analysis comparing the construction of a concrete water storage tank to a steel water storage tank. SGMC Consultants will recommend a preferred alternative based on the completed study which will consider the advantages and disadvantages associated with each option. The project requirements that will be submitted on dates agreed to in the project schedule are:

Work plan detailing tasks and date complete Weekly project meetings, with minutes One interim report submitted near the midpoint of the project One detailed report detailing the findings of the study Preliminary drawings showing the water tanks and sizes for each of the options

Preliminary calculations for the design work completed during the study. alculations may be in the form of output from computer software, hand

calculations, or Microsoft Excel spreadsheets

The project work plan described in this report develops a methodology and list of tasks and deadlines imposed to complete the project in an efficient manner. The methodology section outlines the approach SGMC Consultants will follow to ensure all project requirements are met.

The identified tasks necessary to complete the project include research in the tank field, brainstorming to choose the best options of design to consider, structural analysis and design for each option, drafting for each design, quantity estimation and productivity analysis and a cost/benefit analysis for each design option. Timelines for completion of

sidered and developed in a schedule using a Gantt chart. This chart will be used as a reference to ensure SGMC Consultants are completing the tasks on time and to guarantee the deadline for project completion is achieved.

3

The preliminary design data for the water tank, geotechnical information and ve been provided by fga Consulting Engineers Ltd. and

additional data will be made available upon request. All environmental data will be determined assuming the water tanks will be constructed in St. John’s, Newfoundland

known capacity of 3,800,000 litres, a maximum diameter of 20.0 metres and a maximum height of 25.0 metres. The geotechnical information provided is an ultimate bearing capacity of 1,500 kPa, allowable bearing

n of 2.1 metres. Any additional data that may be required will be discussed with fga Consulting Engineers Ltd. in weekly

project are to provide a complete cost analysis comparing the construction of a concrete water storage tank to a steel water storage tank. SGMC Consultants will recommend a preferred alternative

ges and disadvantages associated with each option. The project requirements that will be submitted on dates

Preliminary drawings showing the water tanks and sizes for each of the options

Preliminary calculations for the design work completed during the study. alculations may be in the form of output from computer software, hand

The project work plan described in this report develops a methodology and list of efficient manner. The

methodology section outlines the approach SGMC Consultants will follow to ensure all

The identified tasks necessary to complete the project include research in the tank e best options of design to consider, structural analysis

and design for each option, drafting for each design, quantity estimation and productivity analysis and a cost/benefit analysis for each design option. Timelines for completion of

sidered and developed in a schedule using a Gantt chart. This chart will be used as a reference to ensure SGMC Consultants are completing the tasks on


2 METHODOLOGY

2.1 PROJECT APPROACH

The agreement between SGMC Consultants and fga Consulting Engineers Ltd. dictates that the design, cost estimation, and comparison of two different potable water storage tank design options be completed by SGMC Consultants. These options differ mainly in primary construction material, one scheme analyzing the option of a concrete design and the other scheme analyzing a steel design option. It is evident that a systematic approach integrated with the experience and skill sets of SGMC Consultants would be optimal.

The project execution will be rooted in research of conventional tank designs. Such related topics to be explored in this area are standard structural configurations in a comparison matrix with applicable construction materials. All options will be expwithin the parameters of functionality, structural requirements, and cost efficiency. Determination of the options to be pursued will be approved by the client before finalized. As further understanding is obtained through researching the suitabilityeach system, subsequent reporting in the form of weekly progress reports and a mid term progress report will detail the progression of the design.

As the obtaining of relevant material and client approval permits, design and analysis will ensue. VariouConsulting in the generation of a detailed design for all options and will be utilized to all necessary extents. These software programs include Scare will be given to the critical portions of the tank designs including roof, shell and support slab; these designs will be reproduced with hand calculations to ensure quality and accuracy of results.

As the abovementioned tank designs materialize, intensive computer aided drafting will commence. It is the intention to finalize the design of two or more tank components from the first tank design to be advanced and then divide efforts between design and drafting from that point forth. In the interest of time efficiency is of paramount importance to advance the design process ahead of the drafting process. In order to ensure this, personnel resources will be balanced as project needs dictate. SGMC Consultants have AutoCAD drafting software available at their disposal and intend to use this software for all required drafting.

In a similar fashion described above in the design and drafting process, cost estimating will precede the drafting component of this project. As personnel conclude the last of the tank design, efforts will be divided cost estimating based on completed design drawings. Cost estimating will be based on material quantities; and labour and equipment rates produced from productivity rates founded on national and regional averages.

Once cost estimation is complete a benefit cost analysis to compare the design options will be completed. Research of material and design life, and expected maintenance costs will take place here and assist in developing an expected life cost of each design. Escalating these costs over the design life will form a basis of comparison

PROJECT WORK PLAN


PROJECT APPROACH

agreement between SGMC Consultants and fga Consulting Engineers Ltd. dictates that the design, cost estimation, and comparison of two different potable water storage tank design options be completed by SGMC Consultants. These options differ

ary construction material, one scheme analyzing the option of a concrete design and the other scheme analyzing a steel design option. It is evident that a systematic approach integrated with the experience and skill sets of SGMC Consultants

The project execution will be rooted in research of conventional tank designs. Such related topics to be explored in this area are standard structural configurations in a comparison matrix with applicable construction materials. All options will be expwithin the parameters of functionality, structural requirements, and cost efficiency. Determination of the options to be pursued will be approved by the client before finalized. As further understanding is obtained through researching the suitabilityeach system, subsequent reporting in the form of weekly progress reports and a mid term progress report will detail the progression of the design.

As the obtaining of relevant material and client approval permits, design and analysis will ensue. Various structural design software are available to SGMC Consulting in the generation of a detailed design for all options and will be utilized to all necessary extents. These software programs include S-Frame and STAAD. Particular

ical portions of the tank designs including roof, shell and support slab; these designs will be reproduced with hand calculations to ensure quality

As the abovementioned tank designs materialize, intensive computer aided ill commence. It is the intention to finalize the design of two or more tank

components from the first tank design to be advanced and then divide efforts between design and drafting from that point forth. In the interest of time efficiency is of paramount importance to advance the design process ahead of the drafting process. In order to ensure this, personnel resources will be balanced as project needs dictate. SGMC Consultants have AutoCAD drafting software available at their disposal and intend to

is software for all required drafting. In a similar fashion described above in the design and drafting process, cost

estimating will precede the drafting component of this project. As personnel conclude the last of the tank design, efforts will be divided to finishing the drafting process and cost estimating based on completed design drawings. Cost estimating will be based on material quantities; and labour and equipment rates produced from productivity rates founded on national and regional averages.

Once cost estimation is complete a benefit cost analysis to compare the design options will be completed. Research of material and design life, and expected maintenance costs will take place here and assist in developing an expected life cost of

n. Escalating these costs over the design life will form a basis of comparison

4

agreement between SGMC Consultants and fga Consulting Engineers Ltd. dictates that the design, cost estimation, and comparison of two different potable water storage tank design options be completed by SGMC Consultants. These options differ

ary construction material, one scheme analyzing the option of a concrete design and the other scheme analyzing a steel design option. It is evident that a systematic approach integrated with the experience and skill sets of SGMC Consultants

The project execution will be rooted in research of conventional tank designs. Such related topics to be explored in this area are standard structural configurations in a comparison matrix with applicable construction materials. All options will be explored within the parameters of functionality, structural requirements, and cost efficiency. Determination of the options to be pursued will be approved by the client before finalized. As further understanding is obtained through researching the suitability of each system, subsequent reporting in the form of weekly progress reports and a mid

As the obtaining of relevant material and client approval permits, design and s structural design software are available to SGMC

Consulting in the generation of a detailed design for all options and will be utilized to all Frame and STAAD. Particular

ical portions of the tank designs including roof, shell and support slab; these designs will be reproduced with hand calculations to ensure quality

As the abovementioned tank designs materialize, intensive computer aided ill commence. It is the intention to finalize the design of two or more tank

components from the first tank design to be advanced and then divide efforts between design and drafting from that point forth. In the interest of time efficiency is of paramount importance to advance the design process ahead of the drafting process. In order to ensure this, personnel resources will be balanced as project needs dictate. SGMC Consultants have AutoCAD drafting software available at their disposal and intend to

In a similar fashion described above in the design and drafting process, cost estimating will precede the drafting component of this project. As personnel conclude

to finishing the drafting process and cost estimating based on completed design drawings. Cost estimating will be based on material quantities; and labour and equipment rates produced from productivity rates

Once cost estimation is complete a benefit cost analysis to compare the design options will be completed. Research of material and design life, and expected maintenance costs will take place here and assist in developing an expected life cost of

n. Escalating these costs over the design life will form a basis of comparison


between these designs. Results and recommendations will be present in the final project report.

2.2 ORGANIZATION AND ROL

The SGMC Consultants project team consists of four membersdifferent fields of project execution. While the larger part of the engineering design and cost estimate for this project will be executed by all team members, incidental tasks will be handled in accordance within each team member’s positiorganization of the team includes the project manager, project engineer, research and development, and communications and public relations.

Project Manager (Richard Chambers) oversee all project related endeavours and to provide supervision and guidance to other team members. He will dictate the direction that the subsequent work will take and will play a key role in resolving any and all issues related to the project as they arise. He will also delegate work tasks to ensure project quality and team efficiency.

Project Engineer (Mark Sampson) with key technical issues and take a leading role with the administration of all technical work. He will play a key role in design option selection, software selection and implementation, and quality control and management. It is his responsibility to stay in tune with all technical approaches and issues that the team may face.

Research and Development (Nikita Gdevelopment lead is to analyse the progress of the project and keep a comprehensive inventory of materials and resources required by the team to progress the design and to ensure the best available design methods and responsibility to keep the project team up to date and relevant with current standards.

Communications and Public Relations (Russell Murphy) communications and public relations lead is to enhance thSGMC Consultants. This would include standardization and review of all outbound professional documents, communication with the client to ensure satisfaction, and communication with all interested parties not relevant to the scope ofMemorial University Faculty of Engineering). It is his responsibility to maintain the professional integrity of the SGMC Consultants Project Team.

2.3 CLIENT INTERACTION A

It is expected that the client, fga Consulting Engineers Ltd.,stages of the project in a supervisory capacity. The client is to exercise this role during project meetings to take place periodically over the duration of the project. These meetings are intended to give the client a forum in which action they require the project team to take. The project team is to submit weekly reports to the client from which feedback can be generated if necessary. Project meetings with the client will take place on a weekly and/or biwerequirements dictate. At the client’s convenience the project team agrees to put forth best possible efforts to meet at client approved dates and locations.

PROJECT WORK PLAN


between these designs. Results and recommendations will be present in the final

ORGANIZATION AND ROLES

The SGMC Consultants project team consists of four members different fields of project execution. While the larger part of the engineering design and cost estimate for this project will be executed by all team members, incidental tasks will be handled in accordance within each team member’s position within the team. The organization of the team includes the project manager, project engineer, research and development, and communications and public relations.

Project Manager (Richard Chambers) – The role of the project manager is to ect related endeavours and to provide supervision and guidance to other

team members. He will dictate the direction that the subsequent work will take and will play a key role in resolving any and all issues related to the project as they arise. He will

so delegate work tasks to ensure project quality and team efficiency. Project Engineer (Mark Sampson) – The role of the project engineer is to deal

with key technical issues and take a leading role with the administration of all technical y a key role in design option selection, software selection and

implementation, and quality control and management. It is his responsibility to stay in tune with all technical approaches and issues that the team may face.

Research and Development (Nikita Gibbons) – The role of the research and development lead is to analyse the progress of the project and keep a comprehensive inventory of materials and resources required by the team to progress the design and to ensure the best available design methods and practices are being utilized. It is her responsibility to keep the project team up to date and relevant with current standards.

Communications and Public Relations (Russell Murphy) – The role of the communications and public relations lead is to enhance the professional image of SGMC Consultants. This would include standardization and review of all outbound professional documents, communication with the client to ensure satisfaction, and communication with all interested parties not relevant to the scope of Memorial University Faculty of Engineering). It is his responsibility to maintain the professional integrity of the SGMC Consultants Project Team.

CLIENT INTERACTION AND ROLE

It is expected that the client, fga Consulting Engineers Ltd., be involved with all stages of the project in a supervisory capacity. The client is to exercise this role during project meetings to take place periodically over the duration of the project. These meetings are intended to give the client a forum in which to specify any direction or action they require the project team to take. The project team is to submit weekly reports to the client from which feedback can be generated if necessary. Project meetings with the client will take place on a weekly and/or biweekly basis as project requirements dictate. At the client’s convenience the project team agrees to put forth best possible efforts to meet at client approved dates and locations.

5

between these designs. Results and recommendations will be present in the final

specializing in different fields of project execution. While the larger part of the engineering design and cost estimate for this project will be executed by all team members, incidental tasks will

on within the team. The organization of the team includes the project manager, project engineer, research and

role of the project manager is to ect related endeavours and to provide supervision and guidance to other

team members. He will dictate the direction that the subsequent work will take and will play a key role in resolving any and all issues related to the project as they arise. He will

The role of the project engineer is to deal with key technical issues and take a leading role with the administration of all technical

y a key role in design option selection, software selection and implementation, and quality control and management. It is his responsibility to stay in

The role of the research and development lead is to analyse the progress of the project and keep a comprehensive inventory of materials and resources required by the team to progress the design and to

practices are being utilized. It is her responsibility to keep the project team up to date and relevant with current standards.

The role of the e professional image of

SGMC Consultants. This would include standardization and review of all outbound professional documents, communication with the client to ensure satisfaction, and

the project (i.e. Memorial University Faculty of Engineering). It is his responsibility to maintain the

be involved with all stages of the project in a supervisory capacity. The client is to exercise this role during project meetings to take place periodically over the duration of the project. These

to specify any direction or action they require the project team to take. The project team is to submit weekly reports to the client from which feedback can be generated if necessary. Project

ekly basis as project requirements dictate. At the client’s convenience the project team agrees to put forth


2.4 DESIGN PRINCIPLES TO

The design principles to be applied in this acurrent resources and comply with best professional standards. To insure this all designs are to conform with standards set in the Concrete Design Handbook, Third Edition (Cement Association of CanadaEdition (Canadian Institute of Steel Construction, 2007)Canada (Canadian Commission on Building and Fire Codes, 2005)employ limit states principles. At the request of the cliebe specific to the St. John’s, Newfoundland region.

2.5 PROJECT COST ESTIMAT

Cost estimating will be preformed on all components of the tank design, which includes the foundation, tank walls and rooformulated based on material quantities, labour, and equipment productivity factors. The cost analysis will be preformed using various software programs such as RS Means and Cost Works. These programs will aidneeded to complete both designs.

When performing the cost estimate of a tank design, AutoCAD drawings of the two completed tank options will lead to proper material estimates. The AutoCAD drawings will provide a thickness of slab and reinforcement needed, reinforced concrete, and steel plate systems used to develop the walls of the proposed tank, and associated concrete and aluminum roofing systems. Complete design displayed on each drawing will permit accurate and precise estimations.

Once all material quantities have been generated from the AutoCAD drawings, individual components can then be given unit prices. The above mentioned software will be utilized to determine the total cost of required material, labour creproductivity and rates, and required equipment productivity and rates. A detailed estimate of materials will then be created in excel to present the information in a manner suiting the client.

The excel sheet will contain exported data shethe cost estimating software. This would include:

• Material quantities• Material unit prices• Total material price• Labour productivity• Equipment productivity• Total price of component (Ex. Foundation)

The level of accuracy for this estimating plan is moderately high. All of the above

mentioned line items will be provided with great detail. Items not to be included in this study are overhead costs such as engineering design and supervision, contingency allowances, and profit marks ups.

PROJECT WORK PLAN


DESIGN PRINCIPLES TO BE APPLIED

The design principles to be applied in this analysis are to draw from available and current resources and comply with best professional standards. To insure this all designs are to conform with standards set in the Concrete Design Handbook, Third

(Cement Association of Canada, 2006), Handbook of Steel Construction, Ninth (Canadian Institute of Steel Construction, 2007), and National Building Code of

(Canadian Commission on Building and Fire Codes, 2005). All designs will employ limit states principles. At the request of the client, all applicable design loads will be specific to the St. John’s, Newfoundland region.

PROJECT COST ESTIMATING AND LEVEL OF ACC

Cost estimating will be preformed on all components of the tank design, which includes the foundation, tank walls and roofing structure. The estimate produced will be formulated based on material quantities, labour, and equipment productivity factors. The cost analysis will be preformed using various software programs such as RS Means and Cost Works. These programs will aid in accurate estimates of all materials needed to complete both designs.

When performing the cost estimate of a tank design, AutoCAD drawings of the two completed tank options will lead to proper material estimates. The AutoCAD drawings

ckness of slab and reinforcement needed, reinforced concrete, and steel plate systems used to develop the walls of the proposed tank, and associated concrete and aluminum roofing systems. Complete design displayed on each drawing

recise estimations. Once all material quantities have been generated from the AutoCAD drawings,

individual components can then be given unit prices. The above mentioned software will be utilized to determine the total cost of required material, labour creproductivity and rates, and required equipment productivity and rates. A detailed estimate of materials will then be created in excel to present the information in a manner

The excel sheet will contain exported data sheets of the unit prices retrieved from the cost estimating software. This would include:

Material quantities Material unit prices Total material price Labour productivity Equipment productivity Total price of component (Ex. Foundation)

accuracy for this estimating plan is moderately high. All of the above mentioned line items will be provided with great detail. Items not to be included in this study are overhead costs such as engineering design and supervision, contingency

d profit marks ups.

6

nalysis are to draw from available and current resources and comply with best professional standards. To insure this all designs are to conform with standards set in the Concrete Design Handbook, Third

of Steel Construction, Ninth , and National Building Code of

. All designs will nt, all applicable design loads will

ING AND LEVEL OF ACCURACY

Cost estimating will be preformed on all components of the tank design, which fing structure. The estimate produced will be

formulated based on material quantities, labour, and equipment productivity factors. The cost analysis will be preformed using various software programs such as RS

in accurate estimates of all materials

When performing the cost estimate of a tank design, AutoCAD drawings of the two completed tank options will lead to proper material estimates. The AutoCAD drawings

ckness of slab and reinforcement needed, reinforced concrete, and steel plate systems used to develop the walls of the proposed tank, and associated concrete and aluminum roofing systems. Complete design displayed on each drawing

Once all material quantities have been generated from the AutoCAD drawings, individual components can then be given unit prices. The above mentioned software will be utilized to determine the total cost of required material, labour crew composition, productivity and rates, and required equipment productivity and rates. A detailed estimate of materials will then be created in excel to present the information in a manner

ets of the unit prices retrieved from

accuracy for this estimating plan is moderately high. All of the above mentioned line items will be provided with great detail. Items not to be included in this study are overhead costs such as engineering design and supervision, contingency


2.6 DESIRED OUTCOME

The desired outcome for this project is to produce a cost efficient tank design that will meet the criteria provided by fga Consulting Engineers Ltd. As a consultant group SGMC Consultants not only strive to produce a tadesign of substance; one that will satisfy all expectations of the client.

There will be two tank options studied within the project. These options include:

• A slab on grade, reinforced concrete shell with an concrete do• A slab on grade, steel shell with an al

AutoCAD drawings will be produced for each option and presented with the cost estimate of the designs.

2.7 REPORTING AND DELIVE

During the course of this project, information Engineers Ltd. This information will take various formats, which include:

• Meetings • Emails and • Phone conversations

It has been decided that there will be weekly and/or biweekly group meetings with

Greg Barton, fga Consulting Engineers Ltd. representative, to keep the client up to date on project progress. These meetings will focus on the status of the tank design and what SGMC Consultants require from the client in order to properly perform each task. It was established at the first client meeting that weekly meetings would not always be required due to the nature of the project schedule. Instead communication via email was agreed upon as the primary mode of contact. Through email, various pieces of information will be relayed. This would include:

• Weekly agendas • Meeting minutes • Work schedules • Work plan • Updates on progress (when meetings are not necessary)

Information regarding status updates will also be communicated via telephone.When delivering material to the client, stand

be used. All material will be duplicated in PDF format to avoid potential compatibility issues.

Designs will be presented in standard drawing format as AutoCAD files are complete. It was also agreed that native CAD filethe project is complete to aid in their future project development.

PROJECT WORK PLAN


DESIRED OUTCOME

The desired outcome for this project is to produce a cost efficient tank design that will meet the criteria provided by fga Consulting Engineers Ltd. As a consultant group SGMC Consultants not only strive to produce a tank that will reduce expenses, but a design of substance; one that will satisfy all expectations of the client.


A slab on grade, reinforced concrete shell with an concrete dome roof and slab on grade, steel shell with an aluminum roof

AutoCAD drawings will be produced for each option and presented with the cost

REPORTING AND DELIVERABLES

During the course of this project, information will be supplied to fga Consulting d. This information will take various formats, which include:

It has been decided that there will be weekly and/or biweekly group meetings with Engineers Ltd. representative, to keep the client up to date

on project progress. These meetings will focus on the status of the tank design and what SGMC Consultants require from the client in order to properly perform each task. It

first client meeting that weekly meetings would not always be required due to the nature of the project schedule. Instead communication via email was agreed upon as the primary mode of contact. Through email, various pieces of

This would include:

Updates on progress (when meetings are not necessary)

Information regarding status updates will also be communicated via telephone.When delivering material to the client, standard format using Microsoft Word will

be used. All material will be duplicated in PDF format to avoid potential compatibility

Designs will be presented in standard drawing format as AutoCAD files are complete. It was also agreed that native CAD files will be transferred to the client when the project is complete to aid in their future project development.

7

The desired outcome for this project is to produce a cost efficient tank design that will meet the criteria provided by fga Consulting Engineers Ltd. As a consultant group

nk that will reduce expenses, but a


me roof and

AutoCAD drawings will be produced for each option and presented with the cost

ed to fga Consulting

It has been decided that there will be weekly and/or biweekly group meetings with Engineers Ltd. representative, to keep the client up to date

on project progress. These meetings will focus on the status of the tank design and what SGMC Consultants require from the client in order to properly perform each task. It

first client meeting that weekly meetings would not always be required due to the nature of the project schedule. Instead communication via email was agreed upon as the primary mode of contact. Through email, various pieces of

Information regarding status updates will also be communicated via telephone. ard format using Microsoft Word will

be used. All material will be duplicated in PDF format to avoid potential compatibility

Designs will be presented in standard drawing format as AutoCAD files are s will be transferred to the client when


2.8 TROUBLESHOOTING

Troubleshooting within this project will involve a combination of resources. These resources include, but are not limited to:

• Information supplied by Queen Elizabeth II. (Books and virtual material)• Research via internet • Knowledge gained through conversations with various faculty members• Engineering codes (Ex.

Construction and the Natio

As well, meetings with the client will focus on problems that arise during design and structural analysis, drafting, and cost estimation. Cooperation between consultant and client will be of great benefit.

PROJECT WORK PLAN


TROUBLESHOOTING

Troubleshooting within this project will involve a combination of resources. These resources include, but are not limited to:

Information supplied by Queen Elizabeth II. (Books and virtual material)

Knowledge gained through conversations with various faculty membersEngineering codes (Ex. Concrete Design Handbook, Handbook of Steel Construction and the National Building Code of Canada)

As well, meetings with the client will focus on problems that arise during design and structural analysis, drafting, and cost estimation. Cooperation between consultant and

8

Troubleshooting within this project will involve a combination of resources.

Information supplied by Queen Elizabeth II. (Books and virtual material)

Knowledge gained through conversations with various faculty members Handbook of Steel

As well, meetings with the client will focus on problems that arise during design and structural analysis, drafting, and cost estimation. Cooperation between consultant and


3 TASKS

3.1 RESEARCH

Research in various sectors is essential to engineering design and implementation. Various fields of research and development include conventional tank design, associated environmental issues, maintenance and material life expectancy, building codes and geotechnical report requirements:

• Conventional Tank Design:

the specifications provided by fga Consulting Engineers Ltd• Associated Environmental Issues:

substantial environmental issues. These issues differ depending on the size and scale of the project, as well as the materials/products being used. All environmental issues for tgoverning the St. John’s, NL Area.

• Maintenance and Material Life Expectancy:the type of material used and the area in which the tank is placed (wind, snow and even vandalism can play major roles in tank maintenance).

• Building Codes: BuildingHandbook of Steel Construction and the National Building Code of Canadabe applied during design and structural analysis

• Geotechnical Report Analysis: SGMC Consultants by the clientspecified rock fill to be placed at the base of the tankthe layer thickness and compaction.

The research process will take approximately 1

members will have input and involvement.

3.2 BRAINSTORMING

The main structural components involved in brainstorming design options are the tank roof, shell, bottom and foundation. The two options specified by the client to be studied are a concrete and steel shell; however SGMC Consultants will analyze the different design methods applicable to these materials. The tank roof and bottom may be constructed with various materials and each material has different design techniques associated. The foundation is known to be constructed with reinforced concrete; however the group will brainstorm to decide on the optimal structural design.

The group will develop a list of proposed options to use for various selection of tank design schemes. SGMC and brainstorming techniques and ensure that the client is in compliance regarding the two most desirable options decided for analysis.

PROJECT WORK PLAN


Research in various sectors is essential to engineering design and implementation. Various fields of research and development include conventional tank design, associated environmental issues, maintenance and material life expectancy,

codes and geotechnical report requirements:

Conventional Tank Design: Review of generally used tank designs specifications provided by fga Consulting Engineers Ltd.

Associated Environmental Issues: Every construction project is subject substantial environmental issues. These issues differ depending on the size and scale of the project, as well as the materials/products being used. All environmental issues for the two tank designs will conform to the

’s, NL Area. Maintenance and Material Life Expectancy: Overall Maintenance will depend on the type of material used and the area in which the tank is placed (wind, snow and even vandalism can play major roles in tank maintenance).

Building Codes, including the Concrete Design Handbook,Handbook of Steel Construction and the National Building Code of Canadabe applied during design and structural analysis. Geotechnical Report Analysis: A full geotechnical report is made available

Consultants by the client. The report includes the site soil composition, specified rock fill to be placed at the base of the tank’s concrete foundation and the layer thickness and compaction.

cess will take approximately 1 week to complete and all group members will have input and involvement.

BRAINSTORMING

The main structural components involved in brainstorming design options are the tank roof, shell, bottom and foundation. The two options specified by the client to be

e a concrete and steel shell; however SGMC Consultants will analyze the different design methods applicable to these materials. The tank roof and bottom may be constructed with various materials and each material has different design techniques

The foundation is known to be constructed with reinforced concrete; however the group will brainstorm to decide on the optimal structural design.

The group will develop a list of proposed options to use for various selection of tank design schemes. SGMC Consultants will consult with the client on the research and brainstorming techniques and ensure that the client is in compliance regarding the two most desirable options decided for analysis.

9

Research in various sectors is essential to engineering design and implementation. Various fields of research and development include conventional tank design, associated environmental issues, maintenance and material life expectancy,

generally used tank designs particular to

Every construction project is subject to substantial environmental issues. These issues differ depending on the size and scale of the project, as well as the materials/products being used. All

to the regulations

Overall Maintenance will depend on the type of material used and the area in which the tank is placed (wind, snow

the Concrete Design Handbook, Handbook of Steel Construction and the National Building Code of Canada must

A full geotechnical report is made available to the site soil composition,

s concrete foundation and

omplete and all group

The main structural components involved in brainstorming design options are the tank roof, shell, bottom and foundation. The two options specified by the client to be

e a concrete and steel shell; however SGMC Consultants will analyze the different design methods applicable to these materials. The tank roof and bottom may be constructed with various materials and each material has different design techniques

The foundation is known to be constructed with reinforced concrete; however the group will brainstorm to decide on the optimal structural design.

The group will develop a list of proposed options to use for various selection of Consultants will consult with the client on the research

and brainstorming techniques and ensure that the client is in compliance regarding the


Upon completion of the research the entire group will meet for to develop a brainstorming scheme considering the various tank options and associated specifications for each option. It is important that all group members take part in this task as the purpose of the brainstorming is to review as manypossible. Client design data and associated literature with information regarding aboveground storage tanks will be used to determine the materials and design schemes for brainstorming.

3.3 DESIGN AND STRUCTURA

The client has provided SGMCinclude a similar slab on grade foundation with a cone down tank bottom for drainage purposes. The edge of each slab will also be thickened to bare the load of the tank walls and roofing system. The two tank options include:

• Design Option 1): The first option contains circular reinforced concrete walls,

complete with a concrete dome shaped roof. The shell/walls of the tank will be a pre-stressed design, in which permanent compressive force concrete walls by use of rods or cast in place design using formwork. One of the two concrete wall designs will be researched and selected prior to commencing design of option 1.

• Design Option 2): The second option contains carbon steel paluminum roofing system. The walls will need to be factory coated bolted sections or welded sections. Research will be completed prior to selecting the most cost efficient wall system for option 2.

Each option will have a unique tank ac

special liners and coatings to make the tank water tight and keep out moisture and contaminants.

Design and structural analfirst design option will involve allmembers will begin drafting the first tank design. Software of choice includes Sand STAAD.

3.4 DRAFTING

Design drawings for the two structural tank designs will be provided and completed in significant detail to provide a predrawings will contain adequate detail to allow the client to determine the design features, and materials used for each option. The drawings will also be detailed with the water tank dimensions for each option.

SGMC Consultants will begin the preliminary drawings when the first structural analysis and design is partially complete. Two group members will begin the drafting stage as the other two continue moving forward with the structuralThe design drawings will be produced using AutoCAD 2008 computer software and is

PROJECT WORK PLAN


Upon completion of the research the entire group will meet for approximately 1 day to develop a brainstorming scheme considering the various tank options and associated specifications for each option. It is important that all group members take part in this task as the purpose of the brainstorming is to review as many ideas and opinions as

. Client design data and associated literature with information regarding aboveground storage tanks will be used to determine the materials and design schemes

DESIGN AND STRUCTURAL ANALYSIS

provided SGMC Consultants with two tank options. Each design will include a similar slab on grade foundation with a cone down tank bottom for drainage purposes. The edge of each slab will also be thickened to bare the load of the tank walls

tem. The two tank options include:

Design Option 1): The first option contains circular reinforced concrete walls, complete with a concrete dome shaped roof. The shell/walls of the tank will be a

stressed design, in which permanent compressive force is applied to the concrete walls by use of rods or cast in place design using formwork. One of the two concrete wall designs will be researched and selected prior to commencing

Design Option 2): The second option contains carbon steel plated walls and an aluminum roofing system. The walls will need to be factory coated bolted sections or welded sections. Research will be completed prior to selecting the most cost efficient wall system for option 2.

Each option will have a unique tank access for maintenance purposes, as well as special liners and coatings to make the tank water tight and keep out moisture and

Design and structural analysis will take approximately 6 weeks to complete. The first design option will involve all group members and once completed, two of the members will begin drafting the first tank design. Software of choice includes S

Design drawings for the two structural tank designs will be provided and completed il to provide a pre-tender cost estimate for comparison purposes. The

drawings will contain adequate detail to allow the client to determine the design features, and materials used for each option. The drawings will also be detailed with the

ensions for each option. SGMC Consultants will begin the preliminary drawings when the first structural

analysis and design is partially complete. Two group members will begin the drafting stage as the other two continue moving forward with the structural analysis and design. The design drawings will be produced using AutoCAD 2008 computer software and is

10

approximately 1 day to develop a brainstorming scheme considering the various tank options and associated specifications for each option. It is important that all group members take part in this

ideas and opinions as . Client design data and associated literature with information regarding

aboveground storage tanks will be used to determine the materials and design schemes

with two tank options. Each design will include a similar slab on grade foundation with a cone down tank bottom for drainage purposes. The edge of each slab will also be thickened to bare the load of the tank walls

Design Option 1): The first option contains circular reinforced concrete walls, complete with a concrete dome shaped roof. The shell/walls of the tank will be a

is applied to the concrete walls by use of rods or cast in place design using formwork. One of the two concrete wall designs will be researched and selected prior to commencing

lated walls and an aluminum roofing system. The walls will need to be factory coated bolted sections or welded sections. Research will be completed prior to selecting the

cess for maintenance purposes, as well as special liners and coatings to make the tank water tight and keep out moisture and

weeks to complete. The group members and once completed, two of the

members will begin drafting the first tank design. Software of choice includes S-Frame

Design drawings for the two structural tank designs will be provided and completed tender cost estimate for comparison purposes. The

drawings will contain adequate detail to allow the client to determine the design features, and materials used for each option. The drawings will also be detailed with the

SGMC Consultants will begin the preliminary drawings when the first structural analysis and design is partially complete. Two group members will begin the drafting

analysis and design. The design drawings will be produced using AutoCAD 2008 computer software and is


scheduled to take 6 weeks in duration for completion. This duration assumes that the drafting will be an ongoing process and not a continuous task requirweeks. Two group members will spend time aiding with the design of the second tank option as well as beginning the quantity estimation for the completed design option.

3.5 QUANTITY ESTIMATION

Each tank option invoselection. Labour and equipmentessential that estimation and productivity analysis are both completed as accurately as possible to yield correct cost/benefit results.

SGMC Consultants will break down each design and summarize the materestimations in an excel spreadsheet. Cost works will then be used to provide labour costs for both options. Cost Estimation and Productivity analysis will take approximately 4 weeks to complete. Prior to completion of drafting, two group members will responsible for estimation. Once drafting is complete, all four group members will complete estimation then productivity analysis.

3.6 COST / BENEFIT ANALY

The cost for the two tank options is determined by the quantity estimation and productivity analysis. Several items will be considered in the benefit analysis for each option. The life expectancy of the different materials in their surrounding environment used in the construction of each option will be analyzed. This is necessary to determine potential repair costs over the life of the structure and is important in the cost/benefit analysis. Other items included in this study will be the initial cost of construction, as well as the operation and maintenance costs expected, depending on the materials use

All items in the cost/benefit analysis will be considered in the development of a comprehensive list of advantages and disadvantages for each option. The list will be used to assist in determining the recommended design option. A list of tasks and subtasks to be completed are illustrated in more detail in the attached schedule.

The cost/benefit analysis is scheduled to commence when both options have been completely designed. This task will take SGMC Consultants approximately 3 weeks to complete. Initially, two group members will work for 2 weeks on the cost/benefit analysis until quantity estimation and productivity analysis is completed. All group members will be involved for the last and final week of the cost/benefit analysis.

Potential resources to be used in costing is RS Means Costworks software, a trusted resource in construction cost estimating along with possible client supplied data and site visits to existing water tank structures in the area.

PROJECT WORK PLAN


scheduled to take 6 weeks in duration for completion. This duration assumes that the drafting will be an ongoing process and not a continuous task required over the entire 6 weeks. Two group members will spend time aiding with the design of the second tank option as well as beginning the quantity estimation for the completed design option.

QUANTITY ESTIMATION AND PRODUCTIVITY ANALYSIS

Each tank option involves various design analysis and associated material and equipment costs are also unique for each tank option. It is

essential that estimation and productivity analysis are both completed as accurately as possible to yield correct cost/benefit results.

will break down each design and summarize the materestimations in an excel spreadsheet. Cost works will then be used to provide labour costs for both options. Cost Estimation and Productivity analysis will take approximately 4 weeks to complete. Prior to completion of drafting, two group members will responsible for estimation. Once drafting is complete, all four group members will complete estimation then productivity analysis.

COST / BENEFIT ANALYSIS

The cost for the two tank options is determined by the quantity estimation and is. Several items will be considered in the benefit analysis for each

option. The life expectancy of the different materials in their surrounding environment used in the construction of each option will be analyzed. This is necessary to determine

repair costs over the life of the structure and is important in the cost/benefit analysis. Other items included in this study will be the initial cost of construction, as well as the operation and maintenance costs expected, depending on the materials use

All items in the cost/benefit analysis will be considered in the development of a comprehensive list of advantages and disadvantages for each option. The list will be used to assist in determining the recommended design option. A list of tasks and

asks to be completed are illustrated in more detail in the attached schedule.The cost/benefit analysis is scheduled to commence when both options have been

completely designed. This task will take SGMC Consultants approximately 3 weeks to lly, two group members will work for 2 weeks on the cost/benefit analysis

until quantity estimation and productivity analysis is completed. All group members will be involved for the last and final week of the cost/benefit analysis.

be used in costing is RS Means Costworks software, a trusted resource in construction cost estimating along with possible client supplied data and site visits to existing water tank structures in the area.

11

scheduled to take 6 weeks in duration for completion. This duration assumes that the ed over the entire 6

weeks. Two group members will spend time aiding with the design of the second tank option as well as beginning the quantity estimation for the completed design option.

LYSIS

nalysis and associated material costs are also unique for each tank option. It is

essential that estimation and productivity analysis are both completed as accurately as

will break down each design and summarize the material estimations in an excel spreadsheet. Cost works will then be used to provide labour costs for both options. Cost Estimation and Productivity analysis will take approximately 4 weeks to complete. Prior to completion of drafting, two group members will be responsible for estimation. Once drafting is complete, all four group members will

The cost for the two tank options is determined by the quantity estimation and is. Several items will be considered in the benefit analysis for each

option. The life expectancy of the different materials in their surrounding environment used in the construction of each option will be analyzed. This is necessary to determine

repair costs over the life of the structure and is important in the cost/benefit analysis. Other items included in this study will be the initial cost of construction, as well as the operation and maintenance costs expected, depending on the materials used.

All items in the cost/benefit analysis will be considered in the development of a comprehensive list of advantages and disadvantages for each option. The list will be used to assist in determining the recommended design option. A list of tasks and

asks to be completed are illustrated in more detail in the attached schedule. The cost/benefit analysis is scheduled to commence when both options have been

completely designed. This task will take SGMC Consultants approximately 3 weeks to lly, two group members will work for 2 weeks on the cost/benefit analysis

until quantity estimation and productivity analysis is completed. All group members will

be used in costing is RS Means Costworks software, a trusted resource in construction cost estimating along with possible client supplied data


4 SCHEDULE

4.1 PROJECT SCHEDULE

Refer to Appendix A

4.2 KEY POINTS

The chart supplied on the previous page states, in timeline format, the key tasks of the project. These include:

• Research • Brainstorming and tank selection • Design and structural analysis• Cost estimating • Benefit/cost analysis• Final report submission• Final presentation

Within each of these key task, sub task have been assigned to better inform the client of the groups requirements of each major task. For each task and subtask durations have been developed to represent s

4.3 TRACKING

To track the progress of this schedule the team will be using a complete Microsoft Project and Merlin file that will advance according to the date. Also progress will be tracked through meeting minutes and weekly reports.

As well a modified schedule plan schedule will involve the breakdown of group members working on specified tasks for the duration of the project as shown in Figure 3.

PROJECT WORK PLAN


PROJECT SCHEDULE

The chart supplied on the previous page states, in timeline format, the key tasks of

Brainstorming and tank selection Design and structural analysis

Benefit/cost analysis

mission (Milestone) Final presentation (Milestone)

Within each of these key task, sub task have been assigned to better inform the client of the groups requirements of each major task. For each task and subtask durations have been developed to represent sections of the overall project life.

To track the progress of this schedule the team will be using a complete Microsoft Project and Merlin file that will advance according to the date. Also progress will be tracked through meeting minutes and weekly reports.

As well a modified schedule plan containing group delegation will be used. This schedule will involve the breakdown of group members working on specified tasks for the duration of the project as shown in Figure 3.

12

The chart supplied on the previous page states, in timeline format, the key tasks of

Within each of these key task, sub task have been assigned to better inform the client of the groups requirements of each major task. For each task and subtask

ections of the overall project life.

To track the progress of this schedule the team will be using a complete Microsoft Project and Merlin file that will advance according to the date. Also progress will be

containing group delegation will be used. This schedule will involve the breakdown of group members working on specified tasks for


Research: 100% of group membersBrainstorming and Tank Selection: 100% of group memDesign & Structural Analysis

• Tank Option 1: 100% of group members• Tank Option2 : 50% of group members *Note: other 50

Drafting: 50% of group *Note: When drafting of tank option 2 is complete tBenefit/Cost Analysis. Cost Estimating: 50% of group*Note: When Cost Estimating is complete the 50% wilBenefit/Cost Analysis: 50% until Cost Estimating has been compleending task

Figure 3: Modified Schedule Plan

PROJECT WORK PLAN


Research: 100% of group members Brainstorming and Tank Selection: 100% of group members

Tank Option 1: 100% of group members Tank Option2 : 50% of group members *Note: other 50% moved to drafting

*Note: When drafting of tank option 2 is complete the 50% will move into the

Cost Estimating: 50% of group *Note: When Cost Estimating is complete the 50% will move into Benefit/Cost Analysis.

Analysis: 50% until Cost Estimating has been complete. 100% group

13

% moved to drafting

he 50% will move into the

l move into Benefit/Cost Analysis. te. 100% group


5 COSTS

Costs directly associated with project implementation are as follows:

• Gas costs for a field trip to the Paradise water storage tank and the Holyrood water storage• Costs for binding reports• Miscellaneous supplies: This would include various office supplies such as binders, notebooks, journals• Ink for personal printers• Costs for special printing (Ex. 11x17 preliminary drawings)• Printing at the University using a Memorial account

PROJECT WORK PLAN



Gas costs for a field trip to the Paradise water storage tank and the Holyrood water storage tank

Costs for binding reports Miscellaneous supplies: This would include various office supplies such as

binders, notebooks, journals, hole punch, pens/pencils, etc. Ink for personal printers Costs for special printing (Ex. 11x17 preliminary drawings) Printing at the University using a Memorial account

14


Gas costs for a field trip to the Paradise water storage tank and the

Miscellaneous supplies: This would include various office supplies such as


6 DELIVERABLES

A hardcopy of project specific deliverables were provided by the client during the first project meeting. These include:

1. A work plan, detailing tasks and 2. Meetings with minutes3. A midterm report submitted near the midpoint of the project4. A final report, outlining all project findings5. Preliminary drawings showing both water tank options and sizes6. Preliminary calculations in the form of output

hand calculations, or Microsoft Excel spreadsheets.

All information and documsoftcopy PDF and delivered via email from the SGMCweek, a softcopy PDF of the previous meeting minutes, meeting agendas and weekly task reports are provided to the clientthe project work plan, midterm report and final report and presentation. Course instructor, Dr. Bruneau, will also receive a softcopy PDF of all required documentation.

During meetings with the clientmeeting agendas and weekly task reports aredocumentation required by the client as a hardcopy will behardcopy of the SGMC Consultantsprovided to the course instructorproject work plan, midterm report and final report and presentation. SGMCwill present all necessary documentation

PROJECT WORK PLAN


A hardcopy of project specific deliverables were provided by the client during the first project meeting. These include:

A work plan, detailing tasks and completion dates Meetings with minutes A midterm report submitted near the midpoint of the projectA final report, outlining all project findings Preliminary drawings showing both water tank options and sizesPreliminary calculations in the form of output from computer software, hand calculations, or Microsoft Excel spreadsheets.

All information and documentation that is required by the client is duplicatedsoftcopy PDF and delivered via email from the SGMC Consultants g-mail account. Each

tcopy PDF of the previous meeting minutes, meeting agendas and weekly task reports are provided to the client. Other information includes, but is not limited to the project work plan, midterm report and final report and presentation. The Civil Project

, Dr. Bruneau, will also receive a softcopy PDF of all required

meetings with the client a hardcopy of the previous meeting minutes, meeting agendas and weekly task reports are to be provided. All other information a

cumentation required by the client as a hardcopy will be provided upon request. A Consultants SOQ, as well as weekly summary

the course instructor. Other hardcopies include, but are not limited to the rk plan, midterm report and final report and presentation. SGMC

all necessary documentation in a standard, bound report format

15

A hardcopy of project specific deliverables were provided by the client during the

Preliminary drawings showing both water tank options and sizes from computer software,

entation that is required by the client is duplicated as a mail account. Each

tcopy PDF of the previous meeting minutes, meeting agendas and weekly . Other information includes, but is not limited to

The Civil Project , Dr. Bruneau, will also receive a softcopy PDF of all required

a hardcopy of the previous meeting minutes, provided. All other information and

provided upon request. A summary reports are

. Other hardcopies include, but are not limited to the rk plan, midterm report and final report and presentation. SGMC Consultants

in a standard, bound report format.


7 RISKS

Risks and vulnerabilities can create issues with various periods of the not resolved, risks can push a project past its determined deadline. This may result in increased costs for all associated parties and a bad reputation for the consultant. A list of risks, that SGMC Consultants will take into account include th

• Risk in software availability• Winter month can mean missed meetings with the client• Essential information may not be made readily available to SGMC Consultants• Loosing valuable information from a computer due to a sudden crash or power

loss

PROJECT WORK PLAN


Risks and vulnerabilities can create issues with various periods of the not resolved, risks can push a project past its determined deadline. This may result in increased costs for all associated parties and a bad reputation for the consultant. A list

that SGMC Consultants will take into account include the following:

Risk in software availability Winter month can mean missed meetings with the client Essential information may not be made readily available to SGMC ConsultantsLoosing valuable information from a computer due to a sudden crash or power

16

Risks and vulnerabilities can create issues with various periods of the project. If not resolved, risks can push a project past its determined deadline. This may result in increased costs for all associated parties and a bad reputation for the consultant. A list

e following:

Essential information may not be made readily available to SGMC Consultants Loosing valuable information from a computer due to a sudden crash or power


8 REFERENCES

1. Myers, Philip E. (1997). Aboveground Storage Tanks. New York, NY: McGraw Hill.

2. Melerski, Edmund S. (2006). Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations. London, UK: Group.

3. Canadian Commission on Building and Fire Codes (2005). National Building Code of Canada. Canada : National Research Council of Canada.

4. Cement Association of Canada (2006). Concrete Design Handbook. Ottawa, ONT : Cement Association

5. Canadian Institute of Steel Construction (2007). Handbook of Steel Construction. Willowdale, ONT : Lakeside Group Inc.

6. “HMT Aluminum Geodesic Dome Roof.” http://www.hmttank.com/Products_Geodesic%20Dome%20Roofs.htm

7. “Foundations.” DKL Engineering Inc.http://www.sulphuric-acid.com/techmanual/Storage/foundations.htm

8. “DuroStar TM Tank Roof Options.” Company. 2010. http://www.durastortank.com/ABOUTDuraStorTANKS/TANKROOFOPTIONS/tabid/1581/Default.aspx

9. “General rules for aboveground storage tank design and operation.” http://www.allbusiness.com/manufacturing/chemical1.html

PROJECT WORK PLAN


Myers, Philip E. (1997). Aboveground Storage Tanks. New York, NY: McGraw

Melerski, Edmund S. (2006). Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations. London, UK: Taylor and Francis

Canadian Commission on Building and Fire Codes (2005). National Building Code of Canada. Canada : National Research Council of Canada.Cement Association of Canada (2006). Concrete Design Handbook. Ottawa, ONT : Cement Association of Canada. Canadian Institute of Steel Construction (2007). Handbook of Steel Construction. Willowdale, ONT : Lakeside Group Inc. HMT Aluminum Geodesic Dome Roof.” HMT Inc. 2008. ttp://www.hmttank.com/Products_Geodesic%20Dome%20Roofs.htm

DKL Engineering Inc. 2009. acid.com/techmanual/Storage/foundations.htm

M Tank Roof Options.” VStructural, LLC – A Structural Group

http://www.durastortank.com/ABOUTDuraStorTANKS/TANKROOFOPTIONS/tabi

“General rules for aboveground storage tank design and operation.” http://www.allbusiness.com/manufacturing/chemical-manufacturing/936980

17

Myers, Philip E. (1997). Aboveground Storage Tanks. New York, NY: McGraw

Melerski, Edmund S. (2006). Design Analysis of Beams, Circular Plates and Taylor and Francis

Canadian Commission on Building and Fire Codes (2005). National Building Code of Canada. Canada : National Research Council of Canada. Cement Association of Canada (2006). Concrete Design Handbook. Ottawa,

Canadian Institute of Steel Construction (2007). Handbook of Steel Construction.

ttp://www.hmttank.com/Products_Geodesic%20Dome%20Roofs.htm

acid.com/techmanual/Storage/foundations.htm A Structural Group

http://www.durastortank.com/ABOUTDuraStorTANKS/TANKROOFOPTIONS/tabi

“General rules for aboveground storage tank design and operation.” D&B. 2010. manufacturing/936980-

APPENDIX A


SGMC Consultants

WK 3, 1 WK 4, 1 WK 5, 2 WK 6, 3 WK 7, 0 WK 8, 1 WK 9, 2 WK 10, WK 11, WK 12, WK 13, WK 14, WK 15,

January 2010 February 2010 March 2010 April 2010

3.8 M Litre Water Storage Tank Cost Analysis 14/01/10 06/04/10

Research 20/01/10 28/01/10

Environmental, Building Codes and Geotechnical 20/01/10 25/01/10

Conventional Tank Design & Maintenance 24/01/10 28/01/10

Brainstorming and Tank Selection 25/01/10 29/01/10

Various Tank Options and Tank Design Schemes 25/01/10 29/01/10

Design and Structural Analysis 29/01/10 16/03/10

Tank Option 1) 29/01/10 21/02/10

Tank Option 2) 21/02/10 16/03/10

Submit Work Plan 29/01/10 29/01/10

Preliminary Drawings 05/02/10 22/03/10

Midterm Progress Reports and Presentations 16/02/10 16/02/10

Cost Estimating 22/02/10 29/03/10

Quantity Estimation 22/02/10 23/03/10

Productivity Analysis 22/03/10 29/03/10

Benefit/Cost Analysis 15/03/10 05/04/10

Final Report Submission 05/04/10 05/04/10

Final Presentation 06/04/10 06/04/10

Planned EndExpected StartAdditional

Title

Title

APPENDIX B

A NEW WAY TO SUCCEED

DEDICATION TO INNOVATION…

INNOVATION OF RELIABLITY…

RELIABILITY TO TRUST…

About Us

•! SGMC Consulting (SGMCC), established in January of 2010, is

dedicated to providing clients with reliable and innovative

design solutions to ensure the highest quality of results attainable.

•! Our staff offers dedication not only to our clients, but to a

safe work environment for all shareholders, fellow workers

and the general public. We offer extensive experience in

such fields as Geotechnical, Heavy Civil, Municipal, Structural,

Industrial, Estimation, Quality Control and Project Management.

•! Team work is the key to our success. With each team member

offering a broad range of talent, expertise and a strong

work ethic there is no limit to our capabilities.

A NEW WAY TO SuCCEED

1

2

The Team

Richard Chambers (Project Manager)

•! Richard Chambers is currently a Senior Civil Engineering Student at Memorial University of

Newfoundland. During his previous work terms Richard has gained experience in project management,

heavy geotechnical and civil construction, as well as industrial civil/structural design and construction.

•! Related work tasks include quality control of a metal crib retaining wall, heavy earthworks production analysis, design and construction of HVAC structural

supports and coordination of all civil and structural construction related tasks.

•! Richard has worked closely with senior engineering and project management personnel to solve engineering related problems and get the job done.

•! Mark Sampson is a highly motivated and skilled senior Civil Engineering student at Memorial

University of Newfoundland. Mark has worked with different divisions within the provincial government

of Newfoundland and also with contracting and consulting companies.

•! Throughout his academic and work experience, Mark has gained a wide range of skills in structural design and analysis, major earthworks, mining, and water

and sewer systems. His proficiency in the field, surveying, cost estimating and project planning/scheduling are all respected assets to SGMCC.

•! Mark had worked in team environments under direct supervision of project managers, senior engineers, superintendants and has proven to work well independently

with minimal supervision.

Mark Sampson (Project Engineer)


3

Nikita Gibbons (Research & Development)

•! Nikita Gibbons is a Senior Civil Engineering student at Memorial University of Newfoundland. Nikita

has acquired skills of importance in the areas of contracting, consulting and public works through various

companies and departments.

•! Through her various work experiences, Nikita has become familiar with engineering highway design, earthworks, municipal design and dyke analysis. Her focus areas are

surveying, design of parking areas and culvert drainage and analysis of dyke elements.

•! Nikita has worked in team situations, as well as independently to ensure a high level of performance. She has worked with contractors, senior engineers and project managers.

Russell Murphy (Communications & Public Relations)

•! Russell Murphy is a Senior Civil Engineering student enrolled in the Bachelor of Engineering program at

Memorial University of Newfoundland. Through varied work experience in the contracting and client fields,

Russell offers a wide range of perspectives on many key project issues.

•! As an academic and cooperative student at Memorial, Russell has gained valuable experience in geotechnical investigation, geological investigation, strategic planning, cost

control, cost estimating, equipment and labour productivity analysis and structural design. Russell is most proficient in project controls and project execution.

•! Russell has a proven record of results rooted in experience, professionalism, and practicality. He is a team player and a self motivator making him effective in a variety

of project environments.


4

Past Employers

•! Department of Natural Resources & Minerals Division

•! Vencomatic Equipment Canada

•! Ledcor Industrial

•! Pennecon Heavy Civil Limited

•! Newfoundland & Labrador Housing

•! Department of Education

•! Division of School Construction & Design

•! North American Construction Group

•! BAE Newplan Group/ SNC Lavalin Inc.

•! Department of Transportation & Works

•! Engineering Division

•! Maintenance Division

•! Challenger Geomatics

•! Department of Fisheries & Ocean

•! Real Property Branch

•! Nalcor Energy – Churchill Falls

•! Nalcor Energy – Lower Churchill Project

•! Peter Kiewit Sons Co.

•! Kiewit Offshore Services

•! Anchorage Contracting Limited


5

Company Information

SGMC Consultants

Faculty of Engineering &Applied Science

Memorial University of Newfoundland

St. John’s NL A1B 3X5

[email protected]


SGMC Consultants

Faculty of Engineering &Applied Science


St. John’s NL A1B 3X5

[email protected]


2 Hunt’s Lane

St. John’s, Newfoundland & Labrador

Canada, A1B 2L3

[email protected]

[email protected]

Dr. Steve Bruneau

EN-4013

Faculty of Engineering and Applied Science


St. John's, NL A1B 3X5

Phone: (709) 737-2119

[email protected]


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