Factors Affecting Progress Payments in Oil and Gas Industry Projects: Progress Measurement Method and Project Cash Flow

King Fahd University of Petroleum & Minerals College of Environmental Design Construction Engineering and Management Department MASTER OF ENGINEERING (CEM 600) Factors Affecting Progress Payments in Oil and Gas Industry Projects: Progress Measurement Method and Project Cash Flow For Dr. Mohammed Al-Khalil By Majed A. Nouraddin ID No. 936837 Date: May 20, 2004

ACKNOWLEDGEMENT I would like to thank everyone who provide information and assistance in the preparation of this report. I would like to thank my supervisor, Dr. Mohammed Al-Khalil for his continuous help and guidance. I would like also to thank all CEM Professors who taught me during the Master Degree. My great thanks and appreciation to my Parents for their continuous support and encouragement to take my graduate studies, their prayers provided a great support. My everlasting thanks and great appreciation to my wife and son (Turki) who supported and sacrificed during my study. Finally, I would like to thank all my friends and colleagues who supported and encouraged me during my study.

TABLE OF CONTENTS SECTIONS LIST OF TABLES LIST OF FIGURES ABSTRACT PAGE NOS. v vi vii CHAPTER 1 INTRODUCTION 1.1 Significance of the Report 1 1.1.1 Progress Measurement 2 1.1.2 Project Cash Flow 3 1.2 Statement of the Problem 3 1.2.1 Progress Measurement 3 1.2.2 Project Cash Flow 4 1.3 Report Structure 5 1.4 Aims and Objectives of Study 7 1.5 Limitations of Study 7 PART I LITERATURE REVIEW CHAPTER 2 LITERATURE REVIEW ON PROGRESS MEASUREMENT 2.1 Introduction 9 2.2 Linking Progress Payments to Contractor Performance 10 2.2.1 Schedule of Values 10 2.2.2 Resources Loaded CPM Network 11 2.3 Measuring Work Progress 12 2.3.1 For each Activity and Task 12 2.3.1.1 Unit Completed Method 12 2.3.1.2 Incremental Milestones Method 13 2.3.1.3 Start/ Finish Method 14 2.3.1.4 Opinion Method 14 2.3.1.5 Cost Ratio Method 15 2.3.1.6 Weighted or Equivalent Units Method 15 2.3.2 For Overall Project 16 2.4 Accuracy in Progress Measurement 17 2.5 Earned Value Analysis and Lump Sum Contract 18 2.6 Summary 19 -i-

TABLE OF CONTENTS SECTIONS PAGE NOS. CHAPTER 3 LITERATURE REVIEW ON PROJECT CASH FLOW 3.1 Introduction 21 3.2 Major Causes of Business Failure in Construction Industry 22 3.2.1 Insufficient Working Capital 22 3.2.2 Financial Overextension 22 3.2.3 Inadequate Accounting 22 3.2.4 Poor Estimates 23 3.2.5 Poor Management Control 23 3.2.6 Inadequate Investigation of Owner s Resources 23 3.2.7 Personnel Weakness 23 3.2.8. Personnel Traits 23 3.2.9 Involved in Outside Ventures 24 3.2.10 Industry Hazards 24 3.3 Types of Cash Flow 24 3.3.1 Summary Cash Flow 24 3.3.2 Detailed Cash Flow 25 3.4 Cash Flow from Owner s Perspective 26 3.5 Reports and Analysis of Project Cash Flow 27 3.6 Summary 29 PART II RESEARCH METHODOLOGY, DATA ANALYSIS, CONCLUSIONS AND RECOMMENDATIONS CHAPTER 4 RESEARCH METHODOLOGY 4.1 Introduction 30 4.2 Data Collection 31 4.2.1 Project Overview 31 4.2.2 Lump Sum Turnkey Contract (LSTK) 31 4.2.3 Required Data 32 4.3 Research Methodology 33 4.3.1 Progress Measurement Method 34 4.3.2 Project Cash Flow 35 -ii-

TABLE OF CONTENTS SECTIONS PAGE NOS. 4.4 Statistical Inferences about Two Populations (Matched Samples) Method 36 4.4.1 Procedure 36 4.4.2 Using MS Excel to conduct a Hypothesis 37 Test about (µ1 µ2): Matched Samples CHAPTER 5 DATA ANALYSIS 5.1 Introduction 38 5.2 Progress Measurement 39 5.2.1 Progress Measurement Method specified by Owner 39 5.2.2 Progress Measurement Method used by Contractor 41 5.2.3 Comparison of the Progress Measurement Methods 41 Results 5.2.4 Improving Milestones () Method 42 5.2.4.1 Provide more breakdowns for activities 42 5.2.4.2 Change the unit of measurement 43 5.2.4.3 Provide more events/milestones 44 5.2.5 Application of the Improved Milestones () Method 45 5.2.5.1 Civil Work 45 5.2.5.2 Mechanical Work 49 5.2.5.3 Piping Work 51 5.2.5.4 Electrical Work 54 5.2.5.5 Instrument Work 56 5.2.5.6 Insulation and Painting Works 58 5.2.5.7 Pre-commissioning Work 60 5.2.6 Compression between the Improved Milestones () Method and the Original Milestones () Method 61 5.2.6.1 Improved Milestones () Method Data Calculation 62 5.2.6.2 Comparison of the Progress Measurement Methods Results 63 -iii-

TABLE OF CONTENTS SECTIONS PAGE NOS. 5.3 Project Cash Flow 66 5.3.1 Method(s)/Technique(s) to Control Project Cash Flow 66 5.3.1.1 Breakdown of Project Cost 66 5.3.1.2 Progress Payment Schedule 67 5.3.1.3 Payment Terms and Conditions 69 5.3.2 Develop Project Cash Flow by Using S-Curve Method (Case Study) 70 5.3.2.1 Data Required for Projection of Project Cash Flow 70 5.3.2.2 Projection of Project Cash Flow 74 5.3.3 The Projected Cash Flow against the Actual Cash Flow 78 5.3.3.1 Statistical Analysis of the Result 79 CHAPTER 6 CONCLUSION 6.1 Introduction 81 6.2 Main Findings 81 6.3 Recommendations 84 REFERENCES 86 APPENDICES APPENDIX I : Construction Progress Assessment Increments APPENDIX II : The t Test for Paired Observation APPENDIX III : Disciplines Weight Factors for Construction Work APPENDIX IV : Modified Construction Progress Assessment Increments APPENDIX V : Progress Calculation Sheets APPENDIX VI : Project Cash Flow Statistical Data Analysis -iv-

LIST OF TABLES PAGE NOS. Table 2.1 : Incremental Milestones Method 12 Table 5.1 : Cumulative progress figures percentage 62 (%) for 12 Weeks Table 5.2 : Total Project Cost break-down 64 -v-

LIST OF FIGURES PAGE NOS. Figure 1.1 : Report Structure 6 Figure 5.1 : Project Work Breakdown Structure (WBS) 39 Figure 5.2 : Milestones () Method Vs Bill of Quantity 45 Method for Civil Work Figure 5.3 : Milestones () Method Vs Bill of Quantity 51 Method for Piping Work Figure 5.4 : Milestones () Method Vs Bill of Quantity 54 Method for Electrical Work Figure 5.5 : Milestones () Method Vs Bill of Quantity 56 Method for Instrument Work Figure 5.6 : The Cumulative Progress Payment Earned 64 for Civil Work Figure 5.7 : Difference of the Cumulative Progress Payment 65 Figure 5.8 : Progress Payment Schedule 73 Figure 5.9 : Milestones Payment Schedule 74 Figure 5.10 : Projected Payment Schedule 75 Figure 5.11 : Project Cash Flow for each Work Category 76 Figure 5.12 : Overall Project Cash Flow 77 Figure 5.13 : Projected Cash Flow vs. Actual Cash Flow 78 for Overall Project -vi-

ABSTRACT NAME OF THE STUDENT : MAJED A. NOURADDIN TITLE OF THE STUDY : FACTORS AFFECTING PROGRESS PAYMENTS IN OIL AND GAS INDUSTRY PROJECTS: PROGRESS MEASUREMENT METHOD AND PROJECT CASH FLOW FIELD OF THE STUDY : CONSTRUCTION ENGINEERING AND MANAGEMENT: PROGRESS PAYMENTS, PROGRESS MEASUREMENT METHOD AND PROJECT CASH FLOW DATE OF DEGREE : JANUARY 21, 2004 Payments to contractor are one of the most important factors necessary for success of any project. It is essential for project execution and completion. There are two main factors affecting progress payments in Oil and Gas industry projects i.e. Progress Measurement Method and Project Cash Flow. Progress payments are normally linked with contractor performance. Therefore, progress measurement method used to calculate work accomplished has large impact on contractor monthly progress payments. Project cash flow plays a vital role in paying the amount of progress payment determined by the progress measurement method. Unavailability of fund will delay/stop the progress payments to contractor. This research will discuss the affect of Progress Measurement Method and Project Cash Flow on Progress Payment. Also, it will improve the accuracy of milestones () method to ensure that it will provide an acceptable level of accuracy for both owner and contractor so it can be used as substitute for BOQ Method. Finally, the research will highlight the method(s)/technique(s) owner can use for better forecast and control of the project cash flow. -vii-

CHAPTER 1 INTRODUCTION

Chapter 1 Introduction Chapter 1 INTRODUCTION 1.1 SIGNIFICANCE OF THE Payments to contractor are one of the most important factors necessary for success of any project. It is essential for project execution and completion. Contracts normally provide that partial payments of the contract amount shall be made to contractor for work accomplished to date. This is known as Progress Payments (Hamilton, 2001). There are two main factors affecting progress payments in Oil and Gas industry projects i.e. progress measurement method and project cash flow. Progress payments are normally linked with contractor performance. Therefore, progress measurement method used to calculate work accomplished has large impact on determining the amount of progress payments that to be paid to contractor (Clough and Sears, 1994). Project cash flow plays a vital role in paying the amount of progress payment determined by the progress measurement method. Unavailability of fund will delay/stop the progress payments to contractor (William, 1977). Page 1 of 89

Chapter 1 Introduction In summary, project measurement method determines the amount of progress payment and project cash flow ensures that progress payment is paid on time. 1.1.1 Progress Measurement Owner prefers to use a progress measurement method where contractor claimed progress can be easily verified and checked at work site. Milestones () method supports such preference as progress percentage of any work can be claimed achieved only when specified milestone/event is 100% completed. However, contractor prefers to use a progress measurement method that allows him to report all works done at site. Bill of Quantities (BOQ) method supports such preference as contractor can claim progress percentage of any work done at site even though milestone/event is not 100% completed. BOQ method is very difficult to check and consumes a lot of time to verify. Also, a certain degree of subjectivity and personal judgment are involved in (Clough and Sears, 1994). This research will compare milestones () method and BOQ method and then, will improve the milestones () method to ensure an acceptable level of accuracy for both owner and contractor. Page 2 of 89

Chapter 1 Introduction 1.1.2 Project Cash Flow A project cash flow is the forecasting of capital expenditure during the life of a project. Project cash flow play a vital role in the owner s financial planning, which will allow owner to schedule for the injection of funds into the project (William, 1977). Owner must wait long time from starting of project until completion before any return on investment can begin. Owner concerns in project cash flow are different than contractor. Owner must be assured that sufficient access to capital is available and remains open all times in order to keep work efforts flowing efficiently and also, to take advantage of opportunities to accelerate the work if it will reduce the overall project cost. However, contractor concerns with the overall cost of the performance of that portion of the overall project which contractor has contracted to carry out (Sol and Litchfield, 1980). The research will illustrates some of techniques owner used to control project cash flow and then, project cash flow will be forecasted by using S- Curve method. The result will be compared with the actual project cash flow. 1.2 STATEMENT OF THE PROBLEM 1.2.1 Progress Measurement Owner wouldn t like to be in a position where contractor be overpaid for the actual work performed, as first, it cancels the effect of retention, if any, and second, contractor will get unearned profit as a result of violating the contract. Page 3 of 89

Chapter 1 Introduction Overpayment may occurred when contractor claim work as completed in excess of the amount of work actually done (Fisk, 1997). In the other hand, contractor wouldn t like to be in a position where he will be underpaid for the actual work performed. This will result in shortage of cash flow which may interrupt the project execution. Underpayment occurred because of the following (Fisk, 1997):- i. Slow payment due to lack of funds arrangement by owner. ii. Owner may delay payment to force contractor into expediting the work. iii. Slow processing of contract change orders. Owner wants to use milestones () method to prevent overpayment as contractor will be paid only for the amount of work 100% completed at site. However, contractor wants to get paid for all works done at site, therefore contractor prefers to use BOQ method. 1.2.2 Project Cash Flow Owner wouldn t like to be in a position where contractor is entitle for progress payment(s) and owner can not fulfill his contractual obligation. Failure of controlling the project cash flow will result in partially completed project and no money which may lead to considerable loses for both owner and contractor (William, 1977). Page 4 of 89

Chapter 1 Introduction Therefore, owner needs to use method(s)/technique(s) that will reinforce his ability to control and forecast the project cash flow. 1.3 STRUCTURE Chapter one is an introduction for the report, which underline the purpose of the report. It includes the significance of the report, the statement of problem, report structure, aims and objectives of study, and limitations of study. Part one will be the literature review of factors affecting progress payments to contractor in general, and progress measurement and project cash flow in particular. Part one consists of chapters two and three. Chapter two provides background and literature review on the purpose of progress measurement method and its affect on progress payment. Chapter three provides background and literature review on the purpose of project cash flow and its affect on progress payments. Part two of this report concentrates on the research methodology, techniques used for the research, data processing, analysis of the information gathered and conclusion of the research. Part two consists of chapters four, five and six. Chapter four discusses the technique used for the research and data processing. Chapter five is the application and analysis of the report methodology. It illustrates the data analysis and the study finding. Chapter six concludes the report and draw out the recommendations. Page 5 of 89

Chapter 1 Introduction Finally at the end, the bibliography used for the report and appendices will be added. Figure 1.1 provides an overview of the report structure. Figure 1.1: Report Structure Page 6 of 89

Chapter 1 Introduction 1.4 AIMS AND OBJECTIVES OF STUDY The major aims and objectives of this report can be summarized in the following points: 1. Discuss the affect of Progress Measurement Method and Project Cash Flow on Progress Payment. 2. Provide solutions that help in determining the accurate amount of progress payment and ensuring on time payment to contractor. 3. Improve the accuracy of milestones () method to ensure that it will provide an acceptable level of accuracy for both owner and contractor and it can be used as substitute for BOQ Method. 4. Develop and discuss the method(s)/technique(s) owner can use for better forecast and control of the project cash flow. 1.5 LIMITATIONS OF STUDY The scope of this study is limited to the fallowing: 1. Oil and gas industry as what is applicable for this industry may not be applicable for other industries. 2. Lump Sum Turnkey type of contract. Level of accuracy required varies from Unit Price to Lump Sum contracts. Unit Page 7 of 89

Chapter 1 Introduction Price type of contract required a higher level of accuracy as contract price is not fixed. 3. Medium size project that total cost is between 100 300 million US dollars. A large size project need more control scheme and more breakdowns to achieve similar result and vice versa. 4. Progress measurement method that will be used to measure project progress is usually specified by owner in the contract document. Therefore, this study may be considered as from owner perspective. 5. Only progress measurement for construction work will be discussed in this report. Engineering and Procurement progress project are almost similar for both milestones () and BOQ method. 6. The research will be focused only on two factors affecting progress payments to contractor i.e. progress measurement method and project cash flow. Page 8 of 89

PART I LITERATURE REVIEW

CHAPTER 2 LITERATURE REVIEW ON PROGRESS MEASUREMENT

Chapter 2 Literature Review on Progress Measurement Chapter 2 LITERATURE REVIEW ON PROGRESS MEASUREMENT METHOD 2.1 INTRODUCTION Owner is concerned with getting the work completed as per specification, on or ahead of schedule and on or under budget. Whether or not these goals are achieved, the daily transactions of the contract must be supported throughout the project life with auditable documents. Contractor wants to be paid regularly and on time. The regularity and timeliness of contractor payments will be depend on the systems and controls adopted by the project. (Whitticks, 1994) There is no owner going to pay the full amount of an invoice on presentation and without verification. There must be an agreed method of calculating and checking that the work completed or the milestone achieved. It will be unreasonable for contractor to invoice every day or every time a cubic meter of concrete is poured or a length of pipe is laid. Progress payment will be made against milestones achieved, progress per month or on measured progress. (Whitticks, 1994) Page 9 of 89

Chapter 2 Literature Review on Progress Measurement 2.2 LINKING PROGRESS PAYMENTS TO CONTRACTOR PERFORMANCE A dispute may occur between owner and contractor about the appropriate payment amount if there is no agreement on how such amount will be determine. Therefore, progress payments shall be directly tied to the physical progress of the work accomplished on the project. (Fleming and Koppelman, 2002) (Fleming and Koppelman, 1995) Before starting of work, contractor must present a measurable performance plan against which their performance may be measured to support payment. Contractor submits to owner a request for payment every month where he will certify the money have been expended and also include supporting documentation to demonstrate the physical work has been achieved in that month. The proposed work plan can be developed by using one of the following methods (Fleming and Koppelman, 2002) (Fleming and Koppelman, 1995):- 2.2.1 Schedule of Values Schedule of values approach is the most common approach used in construction. It is a cost loaded breakout of the contract cost which prepared by contractor and verified by owner. Once agreement is reached, the proposed schedule of values is used throughout the project life to calculate physical performance. The schedule of values will be changed only to incorporate the authorized changes by owner. Schedule of values has its flaws and potential risks to owner as it can be frontloaded in favor of contractor. Frontloading is Page 10 of 89

Chapter 2 Literature Review on Progress Measurement overestimating the values of the early work tasks and offset the values of the later tasks, which are correspondingly understated. Frontloading happens accidentally, inadvertently or intentionally. Such potential risk can be offset by 10% retention value or by delays in making payments. However, there is no better than risk mitigation by assuring that costs are weighted properly before approving the schedule of values. 2.2.2 Resources Loaded CPM Network This approach is a more recent development in the construction industry. It requires contractor to develop a performance plan that takes a form of critical path method (CPM) schedule and contains time-phased resources. This approach provides the following benefits to owner:- i. It demonstrates during contractor selection process that contactor is aware of project scope of work and he has a plan to demonstrate this fact. ii. It demonstrates that contactor is aware and has a plan for all the required resources. iii. Such plans can be used as a project baseline to monitor contractor performance and in approving all payments to contractor. Page 11 of 89

Chapter 2 Literature Review on Progress Measurement 2.3 MEASURING WORK PROGRESS 2.3.1 For each Activity and Task Project is usually divided into several phases. Each phase contain one or more deliverables. Number of activities and tasks need to be done to provide the deliverables for the definition, implementation and completion of each phase. The progress of activities and tasks can be measured using different methods. These methods are: i. Unit Completed Method ii. iii. iv. Incremental Milestones Method Start/ Finish Method Opinion Method v. Cost Ratio Method vi. Weighted or Equivalent Units Method 2.3.1.1 Unit Completed Method Unit Completed Method is applicable to activities and tasks that are repeatable. The units of measurement that can be used in this method include linear, square area, cubic etc. The work to be measured may contain single or multiple tasks. Examples of using this method for single task could be pipe lying. If 40,000 linear meters of pipe to be laid and 4,000 linear meters of pipe have been laid, the percent complete is founded by dividing 4,000 linear meters by 40,000 linear meters to show 10 percent complete. Examples for multiple Page 12 of 89

Chapter 2 Literature Review on Progress Measurement tasks work could be placing and finishing a reinforced concrete. If 100 cubic meters of concrete to be poured and 40 cubic meters of concrete have been poured, the percent complete is founded by dividing 40 cubic meters by 100 cubic meters to show 40 percent complete. (AACE, 2003) (AACE, 2002) (Hamilton, 2001) 2.3.1.2 Incremental Milestones Method Incremental Milestones Method is applicable to activities and tasks that must be handled in sequence. For example, installing a pump in an industrial plant includes the following sequential activities and tasks: Task/Activity Incremental Progress Cumulative Progress Material Receipt 5 5 Rough Setting 15 20 Level and Grout 30 50 Align and Couple 40 90 Lubricate and Rotate 10 100 Table 2.1: Incremental Milestones Method Completing any subtask is considered to be the achievement of a milestone and each incremental milestone completed represents a certain percentage of the total installation work. The percentage allocated to each milestone is normally based on the number of workhours estimated to do that Page 13 of 89

Chapter 2 Literature Review on Progress Measurement subtask in relation to the total work need to be done. (AACE, 2003) (AACE, 2002) (Hamilton, 2001) 2.3.1.3 Start/ Finish Method Start/Finish Method is applicable to activities and tasks that are not readily definable into incremental milestones or those for which the effort/time required is very difficult to estimate. For such tasks, a percent complete is arbitrarily assigned to the start of a task and 100 percent is recorded when the task is completed. For very short duration, the start/finish percentages are usually 0 percent /100 percent. For short duration, a starting percentage of 50 percent is reasonable and for tasks with a longer duration, 20 to 30 percent would be probably used. (AACE, 2003) (AACE, 2002) (Hamilton, 2001) 2.3.1.4 Opinion Method In this method, an expert person usually assigns a percent complete to the activity/task. This complete percentage is subjective and depends on personal judgment. The major problem with this approach is that some experts are optimists and some are pessimists. Therefore, there could be major differences of opinion in the progress reported for the same or similar task or activity. This is a subjective approach and should be rusticated to minor tasks and activities. Examples of task and activities applicable for this approach are dewatering, temporary facilities and landscaping. (AACE, 2003) (AACE, 2002) (Hamilton, 2001) Page 14 of 89

Chapter 2 Literature Review on Progress Measurement 2.3.1.5 Cost Ratio Method Cost Ratio Method is applicable to tasks and activities that take a long period of time or continue as long as the project life. Examples for such tasks and activities are project management, quality assurance and quality control, contract administration and project control. The percentage complete at any time is founded by evaluating the actual cost or workhours expended to that time divided by the forecast cost or workhours at completion. For example, if the percent complete for project management need to be found at certain date given that 5,000 workhours are spent to date and 10,000 workhours are the total workhours forecast, then project management is 50 percent complete. (AACE, 2003) (AACE, 2002) (Hamilton, 2001) 2.3.1.6 Weighted or Equivalent Units Method Weighted or Equivalent Units Method is applicable to activities and tasks that take a long period of time and composed of two or more overlapping subtasks. Each subtask measured with a different unit of work measurement. Structure steel erection is an example for which this method may be applied. The subtasks for structure steel erection could be run foundation bolts (each), shim (percent), shakeout (percent), columns (each), beams (each), cross braces (each), girts and sag rods (bay), plumb and align (percent), connection (each) and finally punch list (percent). Each subtask for structure steel erection has a different unit of measurement. To handle this, each subtask is weighted according to the estimated level of effort (usually workhours) that will be Page 15 of 89

Chapter 2 Literature Review on Progress Measurement dedicated to that subtask. As quantities are completed for each subtask, the quantities are converted into equivalent workhours. (AACE, 2003) (AACE, 2002) (Hamilton, 2001) 2.3.2 For Overall Project Subsection 2.2.1 discussed the different ways exist for measuring work progress on a single work item. The next step is to develop a method for determining overall percent complete for an entire project. The system for achieving this is called earned value. Also, the following terms can be used achieved value, accomplished value or physical quantity measurement. (AACE, 2002) When developing a control system for any project, the project must be divided into controllable parts. To control work, work breakdown structure (WBS) shall be developed. WBS is a deliverables oriented grouping of project elements that organize and define the total work scope of the project which it will be used in determining project progress. Each descending level represents an increasingly detailed definition of the project work. (AACE, 2003) (AACE, 2002) (Haugan, 2001) Each task in the project shall have its own cost/workhours budget. To calculate overall project progress, the following formula shall be used: Percent Complete = Earned workhours or cost for all tasks Budget workhours or cost for all tasks (AACE, 2002) Page 16 of 89

Chapter 2 Literature Review on Progress Measurement 2.4 ACCURACY IN PROGRESS MEASUREMENT The accuracy of progress measurement depends on two factors:- i. Accuracy of the data collected for the work accomplished ii. Accuracy of the total scope of work The accuracy of the data collected can be achieved if the physical quantities measured for progress are small enough that judgment factors used do not grossly affect any large quantities. Meeting this end takes time and effort in the initial setup phase of the progress measurement system. However, this is rewarded with easy updating of the system. (Toth, 1983) To accurately reflect the scope of work, the baseline must periodically be reviewed and forecast. At the initial stage of setup the progress measurement system, the man-hours from the budget would be the original baseline. (Toth, 1983) A study was done in 1989 by Andrew Smith to develop a new progress measurement method that can achieve the accuracy required in progress measurement with far less detail than the traditional progress measurement methods. He claimed that the aim of calculating project progress is only to enable the scheduler to analyze progress to find out the cause of slowdowns, so management can handle them on the right time. (Smith, 1989) His new method was based on the Law of Compensating errors. The law is defined as the statistical tendency of errors in measurement to cancel Page 17 of 89

Chapter 2 Literature Review on Progress Measurement each other out. He defined the accuracy of the total as two standard deviations which will include 95% of all results. He found that the factors affecting the accuracy of a total number are:- i. Number of items in the breakdown ii. Accuracy of measurement of each item iii. Number of items in the breakdown that are varying in any one progress period. 2.5 EARNED VALUE ANALYSIS AND LUMP SUM CONTRACT Under Lump Sum contract, contractor is given progress payment based on presentation of percentage complete together with the authorized budget for the completed work. This is earned value at its finest. However, earned value analysis cannot be completed with the aforesaid information as the actual cost spent by contractor is missing. Without the actual cost related to earned value achieved, the cost performance index (CPI) can not be determined. Contractor will not disclose to owner how much profit he is making on a project. Also, such information is not important to owner as his concern is to complete the project on or under the contract price. However, owner should be aware when contractor is incurring a loss as the bigger the loss the more likelihood the contractor may not complete the project. (Fleming and Koppelman, 2002) Page 18 of 89

Chapter 2 Literature Review on Progress Measurement 2.6 SUMMARY This chapter set out to highlight the purpose of progress measurement and its affect on progress payment in construction industry. The findings of this chapter can be summarized as follows:- i. Progress payments are paid on regular basis, usually in monthly basis. ii. Progress payments must be linked to contractor performance. iii. Performance plan must be developed and agreed on before starting progress payments. Two methods can be used to develop the performance plan: Schedule of Value method and Resources Loaded CPM Network method. iv. Contractor must submit auditable documents when he applies for any progress payment along with all supporting documents. v. There are five methods to measure progress for individual activity/task: Unit Completed Method, Incremental Milestones Method, Start/ Finish Method, Opinion Method, Cost Ratio Method and Weighted or Equivalent Units Method. vi. Overall project progress can be measured by combining the weighted progress of all project activities/ tasks. Page 19 of 89

Chapter 2 Literature Review on Progress Measurement vii. The accuracy of progress measurement depends on two factors: accuracy of the data collected for the work accomplished and accuracy of the total scope of work. viii. Earned value analysis cannot be completed under Lump Sum contract because cost performance index (CPI) cannot be determined with the available information. Contractor will not disclose to owner how much profit he is making on a project. Page 20 of 89

CHAPTER 3 LITERATURE REVIEW ON PROJECT CASH FLOW

Chapter 3 Literature Review on Project Cash Flow Chapter 3 LITERATURE REVIEW ON PROJECT CASH FLOW 3.1 INTRODUCTION One of the most important aspects of achieving any project objectives is cash flow management. A basic control system should be able to consider and compare the estimated project cost to actual (Fogel, 1997). Contractor needs an estimate of the frequency of progress payments from owner that when combined with the forecast of payments to labors, materials and subcontractors will enable estimate to be made for the cash requirements. This helps contractor to identify possible financial crisis as well as interest payments on short term borrowings. Owner will also be concerned with the availability of cash needed to fulfill his contractual obligations for progress payments. (Lowe and Lowe, 1988) Page 21 of 89

Chapter 3 Literature Review on Project Cash Flow 3.2 MAJOR CAUSES OF BUSINESS FAILURE IN CONSTRUCTION INDUSTRY Philip Copare in his article Cash Flow Management through Front-End Loading summarized the major causes of business failure of construction industry in US as follows (Copare, 1990):- 3.2.1 Insufficient Working Capital This may happen when contractor does not realize that he must have sufficient working capital to pay his project expenses such as labor, overhead, and project startup. When project awarded, contractor will has to finance the project for about six weeks or more before any payment is made by owner. Therefore, contractor must utilize his own financial reserve, a line of credit or other resources until advance payment/progress payments are made by owner. 3.2.2 Financial Overextension Contractor will continue adding new projects to his workload without considering his working capacity and available resources. Any delay in payment with insufficient resources will cause failure. 3.2.3 Inadequate Accounting This may happen when contractor does not realize the important of sounds financial records. He will keep all projects funds into one account, borrow from one project to finance another and not get advantage of material discounts. Also, he does not sustain accurate cost records for analyzing construction progress. Page 22 of 89

Chapter 3 Literature Review on Project Cash Flow 3.2.4 Poor Estimates Contractor estimates are not accurate due to failure in identify the unit labor cost for each item of work, the unit cost of material, the cost of subcontractors, overhead cost and profit will result in low bids without sufficient funds to do the work or running the business. 3.2.5 Poor Management Control This may happen when contractor fail to provide and fulfill one or all of the basic management functions, i.e. planning, organizing, leading, staffing and controlling. 3.2.6 Inadequate Investigation of Owner s Resources This may happen when contractor fail to investigate owner financial position before project award. Owner may run out of money before project is completed, which will lead to partially completed project and no money. 3.2.7 Personnel Weakness Contractor must dedicate many hours to a project in order to reach successful completion time and cost wise. Some contractors are not willing to do that to reach these goals. 3.2.8 Personnel Traits Some contractor cannot deal effectively with owner, subcontractors and employees. They may have a problem in their personal and public relations. Page 23 of 89

Chapter 3 Literature Review on Project Cash Flow Therefore, many owners, subcontractors and employees will choose to do business with other contractors. 3.2.9 Involved in Outside Ventures Many contractors will speculate in real estate projects by taking an equity position in the project, thus resulting in insufficient funds to meet payment requirements. 3.2.10 Industry Hazards Construction industry is a hazardous business. Contractors increase their risk every time they undertake new project. Even after many successful projects, it only takes one bad project to bring a company from success to failure. 3.3 TYPES OF CASH FLOW Project cash flow can be furnished in both summary and detailed. Summary cash flow is representing total expenditure and it is necessary for long-term planning. Detailed cash flow is necessary for short-term planning and for the projection of summary cash flow. (William, 1977) 3.3.1 Summary Cash Flow Summary cash flow is developed during the proposal or the conceptual phase of the project based on historical records for similar facilities. The data that required for developing summary cash flow are:- Page 24 of 89

Chapter 3 Literature Review on Project Cash Flow i. Cash flow experience (overall and by component) ii. Manpower curves iii. Milestone schedule dates and duration With the availability of the aforesaid data, owner and contractor are in good position to make the adjustment required for the project and then develop the project summary cash flow. As project progress, the project summary cash flow can be revised as more data and decisions are available. The revision can be made based on impact to the areas concerned, such as: i. Delivery of major equipment ii. Bulk material installation iii. Labor man-hour requirements iv. Known design criteria 3.3.2 Detailed Cash Flow As project progress into detailed design, procurement and construction phases cash flow can be detailed and developed for the following major items:- i. Critical equipment ii. Other equipment iii. Bulk material iv. Labor direct cost v. Indirect labor cost Page 25 of 89

Chapter 3 Literature Review on Project Cash Flow vi. Design cost vii. Contingency viii. Escalation The total of all items must equal to the summary cash flow and hence tied back to the latest estimate and schedule. 3.4 CASH FLOW FROM OWNER S PERSPECTIVE The reasons owner need to forecast project cash flow can be summarized as follows (Lowe and Lowe, 1988):- i. To identify the interest payments on shot-term borrowing during the project life. ii. To ensure that there is enough cash to meet all contractual obligations during the project life. iii. To enable owner to plan and try to optimize his financial position. iv. To enable owner to select the best schedule of the project that will avoid overspending or significant underspending. Cash flow limitation can have both positive and negative impact on a project. On the positive side, experience has shown that any cash flow limitations imposed on a project automatically creates more management attention to the project. On the negative side, this means that project can not be Page 26 of 89

Chapter 3 Literature Review on Project Cash Flow completed due to funds shortage. Such issue can be avoided by classifying project activities to critical and non-critical. Activities classified as non-critical can be shifted to be completed at later stage of the project as soon as budget allow. However, if budget does not allow and these activities are not required for operation, it can be delayed after plant start-up. (William, 1977) On the other side, availability of cash will provide owner the opportunity to accelerate the work if it will reduce the overall project cost. (William, 1977) 3.5 S AND ANALYSIS OF PROJECT CASH FLOW Reporting of project cash flow is an essential part of any cost control system. It requires full commitment from the project management team. The elements of project cash flow are the responsibility of various project management team members and their accountability for performance must be imposed. (William, 1977) A tracking mechanism shall be developed and maintained to provide the project management with the required data that will improve the decision making process. (William, 1977) Page 27 of 89

Chapter 3 Literature Review on Project Cash Flow Often the actual expenditure deviates from the plan with no corresponding recognition in the schedule. This could be due to:- i. An unrealistic schedule ii. An unrealistic cost estimate iii. An unrealistic cash flow If the cash flow has been imposed to fit an unrealistic schedule, the expenditure, above or below the plan, will deviate regularly and should cause for a reevaluation of the project schedule. Lower than expected cash flow may indicate a potential schedule delay and on the other hand, expenditure above the plan could mean early completion of the project. (William, 1977) Page 28 of 89

Chapter 3 Literature Review on Project Cash Flow 3.6 SUMMARY This chapter set out to highlight the purpose of project cash flow and its affect on progress payment in construction industry. The findings of this chapter can be summarized as follows:- i. Inadequate investigation of owner s resources is one of the major causes of business failure of construction industry. ii. Project cash flow can be furnished in both summary and detailed. Summary cash flow is representing total expenditure and it is necessary for long-term planning. Detailed cash flow is necessary for short-term planning and for the projection of summary cash flow. iii. Owner needs to forecast project cash flow a. To identify the interest payments on shot-term borrowing. b. To ensure that enough cash are available in order to meet his contractual obligation. c. To plan and try to optimize his financial position. d. To select the best schedule for the project. iv. Reporting and monitoring project cash flow is an essential part of any cost control system. v. Analyzing project cash flow will improve the decision making process. Page 29 of 89

PART II RESEARCH METHODOLOGY, DATA ANALYSIS, CONCLUSIONS AND RECOMMENDATIONS

CHAPTER 4 RESEARCH METHODOLOGY

Chapter 4 Research Methodology Chapter 4 RESEARCH METHODOLOGY 4.1 INTRODUCTION The explanatory research presented in chapters 2 and 3, explored the importance of progress payments in success of any project. It also shows the significance of progress measurement method and project cash flow as factors affecting progress payments. Chapter 2 illustrates that progress payments shall be directly tied to the physical progress of the work accomplished on the project. Therefore, the method of measuring the physical progress of the work accomplished will affect progress payments to contractor. Owner has the right to verify the physical progress of the work accomplished reported by contractor. However, this process should not take long time; otherwise payments to contractor will be delayed. Any delay in progress payments to contractor will jeopardize the success of the project as contractor will has to fund the project from his own financial resources. Progress measurement method for any project should be selected carefully in order to reflect an accurate physical progress measure and also, it should be easily verifiable. Page 30 of 89

Chapter 4 Research Methodology Chapter 3 shows the importance of project cash flow and how insufficient owner financial resources can cause a business failure in construction industry. Unavailability of funds may delay or stop progress payments to contractor. Therefore, projection and control of project cash flow are essential for any project success and also, it must be included in any project control system. 4.2 DATA COLLECTION Required data for this report is collected from a medium size project that being built in Jubail Industrial City in the Eastern Province of Saudi Arabia. 4.2.1 Project Overview The scope of the project is to build a new petrochemical plant based on Lump Sum Turnkey Contract (LSTK). The contract was signed between a leading Saudi petrochemical company and an international contractor from Japan. The project duration is 30 months. 4.2.2 Lump Sum Turnkey Contract (LSTK) This is an arrangement between owner and contractor to perform both design and construction under a single design build contract. Contractor can subcontract portion of the project scope of work (usually construction). This type of contact has gained great acceptance by both owner and contractor as an optimum delivery method of executing Oil and Gas projects. (Al-Doukhi, 2000) Page 31 of 89

Chapter 4 Research Methodology 4.2.3 Required Data Two case studies from the above project will be utilized in this report. First case is about progress measurement method. Owner specified in the contract that milestones () method shall be used to measure the physical progress of the project. However, after several months of reporting the construction work progress, contractor claimed that milestones () method is not reflecting the accurate progress for the project and because of that he is facing the following problems: i. Progress payment is affected by the low progress figures reported by using milestones () method. On other hand, contractor is paying his subcontractors based on BOQ method and as a result of that he has a negative cash flow. ii. Project performance will be always lower than the actual progress and site condition will not be reflected accurately. Contractor presents progress figures for both milestones () method and BOQ method for the first 13 weeks of the project construction work. This data will be used in the first part of this research. Second case is about project cash flow. Actual project cash flow will be compared with a forecasted project cash flow developed after implementing a certain methods/techniques required for better forecast and control of project cash flow. The following information is required to forecast the project cash flow: Page 32 of 89

Chapter 4 Research Methodology i. The project cost breakdown ii. The project duration iii. The payment terms of the contract iv. The projected expense curve for the project v. The projected progress curve for the project vi. The actual progress payments for the project 4.3 RESEARCH METHODOLOGY This report is divided into two sections. The first section is about progress measurement method and the second is about project cash flow. Following are commons research steps for both sections: i. The research problems were formulated and described in chapter 1. ii. A thorough literature review on the affect of progress measurement method and project cash flow on progress payments was conducted. The findings are summarized in chapters 2 and 3. iii. The information required for the literature review was obtained through available books, published articles, published studies and the internet. Page 33 of 89

Chapter 4 Research Methodology iv. Data required for the research was identified and collected from a medium size project that being built in Jubail Industrial City in the Eastern Province of Saudi Arabia. 4.3.1 Progress Measurement Method The methodology adopted for this section is summarized in the following steps: i. An overview of milestones () method and BOQ method will be presented. ii. Compare the results of milestones () method and BOQ method by using the t Test for Paired Observation method to prove that there is a significant difference between the two progress measurement methods. iii. Improve the accuracy of milestones () method to ensure that it will provide an acceptable level of accuracy for both owner and contractor. This will be done by improving the progress measurement of each work discipline, e.g. civil, mechanical, instrument etc iv. Simulate the progress calculation for the same project to calculate the progress figures for the improved milestones () method. Page 34 of 89

Chapter 4 Research Methodology v. Compare and analyze results of the improved milestones () method and BOQ method by using the t Test for Paired Observation method to prove that the improved milestones () method can be used as a substitute for BOQ method. vi. The report will be closed by presenting the conclusion and the recommendation that will be achieved. 4.3.2 Project Cash Flow The methodology adopted for this section is summarized in the following steps: i. Develop and discuss the method(s)/technique(s) owner can use for better forecast and control of the project cash flow. ii. Forecast the project cash flow by using the S-curve method. iii. Compare and analyze the projected project cash flow with the actual cash flow by using the t Test for Paired Observation method to prove that the discussed methods and techniques will help owner in forecasting and controlling project cash flow.. iv. The report will be closed by presenting the conclusion and the recommendation that will be achieved. Page 35 of 89

Chapter 4 Research Methodology 4.4 THE t TEST FOR PAIRED OBSERVATION This method is selected because there are two progress figures reported for one project for different time period. Another reason for selection of this statistics technique is the independence condition. This case is in clear violation of independence condition as the two samples consist of pairs observations made on the same project. 4.4.1 Procedure The appropriate procedure to perform this test is as follows (Mendenhall and Sincich, 1992)(Hamburg and Young, 1994): H H One-Tailed Test : O a ( µ µ ) = 1 2 DO µ µ ) 1 2 > DO or H : ( ) a µ µ < D : ( 1 2 O H H Two-Tailed Test : ( ) = O a : ( µ µ 1 1 µ µ 2 2 ) D D O O Test Statistic df = n 1 n = number d = sample D = mean d D : t = of S d n pairs difference population, Where in d pairs difference = d & n S d = 2 ( d d ) n 1 = d 2 ( d) n n 1 2 Sd = standard d = mean deviation sample of difference sample difference Rejection Region : t > t α [ or t < t ] α Rejection Region : t < t α / 2 Page 36 of 89

Chapter 4 Research Methodology 4.4.2 Using MS Excel to conduct a Hypothesis Test about (µ1 µ2): Matched Samples The following steps shall be followed in order to conduct a Hypothesis Test by using MS Excel (Williams, 2001): i. Step 1 Select the Tools pull-down menu ii. Step 2 Choose the Data Analysis option iii. Step 3 Choose t-test: Paired Two Sample for Means from the list of Analysis Tools iv. Step 4 When the t-test: Paired Two Sample for Means dialog box appears: - Enter first data range in the Variable 1 Range box - Enter second data range in the Variable 2 Range box - Enter Do value in the Hypothesized Mean Difference box - Select Labels - Enter a value in the Alpha box - Select Output Range - Enter E2 (your choice) in the Output Range box - Select OK Page 37 of 89

CHAPTER 5 DATA ANALYSIS AND APPLICATION

Chapter 5 Data Analysis and Application Chapter 5 DATA ANALYSIS AND APPLICATION 5.1 INTRODUCTION In this chapter, we will examine the two factors that affect progress payments. Section 5.2 discusses progress measurement. It highlights the progress measurement method specified by owner as well as the progress measurement method used by contractor. Comparison between the result of milestones () method and BOQ method is presented in subsection 5.2.3. In subsection 5.2.4, steps of improving milestones () method is explained. Application of the Improved Milestones () Method is presented in subsection 5.2.5. Finally, Compression between the Improved Milestones () Method and the original Milestones () Method results is discussed in subsection 5.2.6. Section 5.3 discusses project cash flow. Methods/techniques owner can use for better forecast and control of the project cash flow are presented in subsection 5.3.1. Steps for projection of project cash flow by using S-Curve Method are explained in subsection 5.3.2. In subsection 5.3.3, comparison between the projected cash flow and the actual project cash flow is illustrated. Page 38 of 89

Chapter 5 Data Analysis and Application 5.2 PROGRESS MEASUREMENT 5.2.1 Progress Measurement Method specified by Owner Owner specified in the contract the progress measurement method that contractor shall used in calculating the project construction progress which is milestones () method. Construction progress is determined from the actual milestones events completed for each construction discipline. Milestones events for construction are provided in Appendix-I which identifies the primary activities and the milestones events for these activities. The project Work Breakdown Structure (WBS) is shown in figure 5.1. Figure 5.1: Project Work Breakdown Structure (WBS) Page 39 of 89

Chapter 5 Data Analysis and Application follows: The percentage progress for a construction discipline is calculated as Cx =?(wc.pc)/? wc Where: Cx = The construction progress for a construction discipline e.g. civil, piping etc wc = The weight value for each activity in the progress base for the respective discipline e.g. the total weight value for civil activities would be equal to the total man-hours expected to be expended in the civil discipline. pc = The percent progress for each activity in the progress base for the respective discipline. The progress for each activity/task is determined from the milestones achieved for the activity, see Appendix-I. The total construction progress is calculated as follows: PTC =?(Cx.Wc)/? Wc Where: PTC = Percent overall construction progress Cx = Percent progress for each construction discipline Wc = Weight value for each construction discipline, i.e. Wc =? wc Page 40 of 89

Chapter 5 Data Analysis and Application 5.2.2 Progress Measurement Method used by Contractor Contractor used the same progress calculation methodology as specified by owner. However, contractor used unit completed method and opinion method to calculate the progress of each activity. Therefore, contractor claimed that milestones () method is not reflecting the accurate progress for the project and because of that he has a negative cash flow. 5.2.3 Comparison of the Progress Measurement Methods Results The difference of results for both methods (milestones () and BOQ) is compared by using statistics technique explained in section 4.4: Let µd = the mean of the difference progress payments values for both progress measurement methods ( µ µ ) 1 2 Hypotheses: H0: µd = 0 Ha: µd? 0 Rejection Rule: Reject H0 if t < -2.00985 or if t > 2.00985 Assuming the population of difference values is approximately normally distribution, the t distribution with n-1 degrees of freedom applies. With a =.05 (95% level of confidence) & t.025 = 2.00985 (11 degrees of freedom). Calculation of t value: t = 2.23875 (See Appendix-II for detail calculation) Page 41 of 89

Chapter 5 Data Analysis and Application Conclusion: Reject H0, there is a significant difference between the mean construction progress figures of the project for the two progress measurement methods. 5.2.4 Improving Milestones () Method Contractor claims that there is a significant difference between the milestones () method and the BOQ method is correct as shown in subsection 5.2.3. Therefore, there is a necessity to improve the milestones () method in order to measure accurately the construction work progress. To improve milestones () method, detail review of all construction activities was done and the following shall be applied for all project s activities: i. Provide more breakdowns for activities. ii. Change the unit of measurement. iii. Provide more events/milestones than the ones provided in Appendix-I. 5.2.4.1 Provide more breakdowns for activities How much detail should be integrated in the WBS? There are many answers to this question. In general, the work package should be isolated, easily defined and managed and the work content planned and scheduled by activities. Page 42 of 89

Chapter 5 Data Analysis and Application For this project, contractor provides breakdowns only up to level 6 of the WBS. Many activities were assigned a huge weight values (Man-Hours) and no breakdowns for them were provided. This is badly affected the progress figures for milestones () method as work is considered completed only when the milestone/events under these activities are 100% completed. On the other hand, BOQ method reports the progress figure for all works partially/fully accomplished at site. By this, the gap between milestones () method and BOQ method increased and it will be only reduced when the work is accomplished. For such project, level 6 was not appropriate for many of activities. Therefore, level 7 breakdowns shall be developed. The following two conditions shall be adhered to while providing more breakdowns for such activities: a. Weight value for each activity shall not exceed 4,000 manhours. b. Duration of each activity shall not be more than 3 weeks. Also, the above requirements are imposed for better control and monitor of the project activities. 5.2.4.2 Change the unit of measurement The difficulty or simplicity of measuring work progress at site depends on the unit of measurement used to quantify such work. For example, the unit of measurement used by contactor to measure piping support work is tonnage Page 43 of 89

Chapter 5 Data Analysis and Application (TON). It is difficult to determine and verify how many tonnage of piping support are installed at site. However, if unit of measurement such as number or each is used to measure the piping support installation work then it is much easier to determine and verify how many piping support are installed at site. Therefore, changing the unit of measurement to numbers, each and package for applicable activities will improve the ability of measuring and verifying the work progress at site. Also, it will remove the subjectivity from determining the amount of work accomplishes at site. 5.2.4.3 Provide more events/milestones Owner provides events/milestones for some of activities (See Appendix- I). These events/milestones represent the work steps required to be done to complete such activities. For example, the work steps required for foundation work are as follow: 1) Excavation, 2) Rebar & Form Work, 3) Pouring Concrete, 4) Strip & Finishing, 5) Backfilling & Compaction, 6) Clear Punch List and 7) Final Acceptance. As per milestones () method, work will be considered completed for any milestone/event only when the milestone/event is 100% completed. Therefore, the more milestones/events under each activity provided the more reduction in the gap between milestones () method and BOQ method will be. For example, under foundation work, the Rebar & Form Work is considered as one work step. However, this work step can be divided into two Page 44 of 89

Chapter 5 Data Analysis and Application work steps: Rebar Work and Form Work. This is because of the different nature of works. Also, Owner did not provide work steps for some of works; therefore, new type of work along with its work steps will be introduced. 5.2.5 Application of the Improved Milestones () Method 5.2.5.1 Civil Work The weight factor for civil work represents 35.12% of the overall construction work. Civil work has the largest weight factor among all other construction work disciplines; see Appendix-III for more detail. Figure 5.2 shows the progress figures of milestones () method vs. BOQ method for civil work. 11 Civil Milestones () Method Vs Bill of Quantity Method 10 9 8 Progress (%) 7 6 5 4 3 2 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Week Milestones () Method Bill of Quantity Method Figure 5.2: Milestones () Method Vs BOQ Method for Civil Work Page 45 of 89

Chapter 5 Data Analysis and Application The following shall be done to improve the milestones () method for civil work: i. More breakdowns for all activities shall be done to satisfy both the targeted weight value and duration. However, it was found that some of activities can not satisfy these targets, e.g. pouring concrete for major foundations. To avoid this obstruction, 0/5 milestones can be applied for these activities. This will allow contractor to claim 50% completion when the progress of work is equal to or more than 50%. The following standard activities are to be used as a master activity for each area: o Equipment Foundations (by equipment) o Equipment Structure Foundations (by equipment) o Equipment Shelter Foundations (by shelter) o Pipe Rack Foundations (by block) o Local Foundations (by grid) o T-Support Foundations (by block) o Cable Trenches/Duct Banks (by block) o Concrete Paving (by block) o Asphalt Paving (by block) o Structural Steel Fireproofing (by grid) Page 46 of 89

Chapter 5 Data Analysis and Application o Structural Steel Erection (by block) o Structural Steel Handrail/Floor (by block) o T-Support Erection (by block) o Local Platform Erection (by block) o Shelter Erection (by shelter) ii. Unit of measurement specified in Appendix-I can be used for activities classified by equipment and shelter considering that all foundations will be listed. For activities classified by block and grid, unit of measurement specified in Appendix-I can be used subject to that activity is satisfying the breakdown requirements specified in item 1 above and if not, numbers of items (Nos) shall be used as a unit of measurement. For precast foundations, cable trenches, duct banks and manholes, numbers of items (Nos) shall be used as a unit of measurement. iii. Some of the milestones/events provided in Appendix-I have been modified and also, new milestones/events have been added: a. The following milestones/events are modified as follows, see Appendix-IV for more detail: Page 47 of 89

Chapter 5 Data Analysis and Application o Rebar and form work was one milestone under foundation work and it was representing 40% of the work. This milestone is divided to two milestones: rebar work and form work. Rebar work represents 30% of foundation work and form work represents 10%. o Rebar and form work was one milestone under concrete paving (area paving) work and it was representing 55% of the work. This milestone is divided to two milestones: rebar work and form work. Rebar work represents 45% of foundation work and form work represents 10%. o Pouring concrete and backfilling work was one milestone under underground conduit/duct banks work and it was representing 40% of the work. This milestone is divided to two milestones: pouring concrete and backfilling work. Pouring concrete work represents 30% of foundation work and backfilling work represents 10%. b. Milestones/events were developed for the following activities, see Appendix-IV for milestones/events of each activity: Page 48 of 89

Chapter 5 Data Analysis and Application o Soil Improvement o Asphalt Paving 1st Layer o Asphalt Paving 2nd Layer o Road Paving (Base Course) o Road Paving (Wearing Course) o Parapet Wall for Building o Ground Floor Concrete for Building o Roofing Concrete Floor for Building o Floor Concrete for Building o Soil Filling for Building o Roof Weather Proof for Building o Architectural Work for Building o Plumbing for Building o HVAC for Building 5.2.5.2 Mechanical Work Mechanical work represents 10.77% of the overall construction work. Data is not available to measure the difference between progress figures of milestones () method and BOQ method for mechanical work because this work will be started in a later stage of the project. Page 49 of 89

Chapter 5 Data Analysis and Application The following shall be done to improve the milestones () method for mechanical work: i. More breakdowns to all activities shall be done to satisfy both the targeted weight value and duration. For example, rotating equipment installation activity is divided to two activities: equipment installation and final alignment. The following standard activities are to be used as a master activity for each project area: o Stationary Equipment Installation (by equipment) o Rotating Equipment Installation (by equipment) o Other Equipment Installation (by equipment) ii. The same unit of measurement specified in Appendix-I (each) will be used. iii. Some of the milestones/events provided in Appendix-I have been modified and also, new milestones/events have been added: a. The following milestones/events are modified as follows, see Appendix-IV for more detail: o For static equipment installation, rough setting/preliminary alignment milestone weight factor was increased by 5% to represent 70% Page 50 of 89

Chapter 5 Data Analysis and Application instead of 65% and clear punch list milestone was reduced by 5% to represent 5% instead of 10%. b. Milestones/events were developed for the following activities, see Appendix-IV for milestones/events of each activity: o Equipment Assemble in Site 5.2.5.3 Piping Work Piping work represents 25.78% of the overall construction work. It is the second highest weight factor after civil work. Figure 5.3 shows the difference between progress figures of milestones () method vs. BOQ method for piping work. 0.8 Piping Milestones () Method Vs Bill of Quantity Method 0.7 0.6 Progress (%) 0.5 0.4 0.3 0.2 0.1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Week Milestones () Method Bill of Quantity Method Figure 5.3: Milestones () Method Vs BOQ Method for Piping Work Page 51 of 89

Chapter 5 Data Analysis and Application The following shall be done to improve the milestones () method for piping work: i. More breakdowns to all activities shall be done to satisfy both the targeted weight value and duration. To do so, piping work was classified to two main categories: aboveground and underground piping works. Aboveground piping work is classified to two main categories: rack piping and around equipment piping. For underground piping work, three categories were developed: oily sewer piping work, fire water piping work and sea water piping work. The following standard activities are to be used as a master activity for each project area: o Piping prefabrication o Piping Installation o Support Fabrication o Support Installation o Pressure Test o Flushing ii. The following unit of measurement shall be used: o For piping installation work, Linear Meter (LM) was specified in Appendix-I as unit of Page 52 of 89

Chapter 5 Data Analysis and Application measurement. However, Welding Dia-Inch shall be used as it easy to verify and check. Welding Dia- Inch is a result of multiplying the welding joint diameter by number of welding joints e.g. 4 Welding Dia-Inch may mean 4 inches diameter pipe multiples by 1 welding joint, 1 inch diameter pipe multiples by 4 welding joints or 2 inches diameter pipe multiples by 2 welding joints. o For pressure testing and flushing works, package (Pkg) shall be used as unit of measurement as no unit of measurement is specified in Appendix-I. o For support fabrication and installation works, number (Nos) shall be used as unit of measurement as no unit of measurement is specified in Appendix-I. iii. Some of the milestones/events provided in Appendix-I have been modified, see Appendix-IV for more detail: o For underground piping installation, weight factor shall be modified as follows: excavation & preparation from 10% to 15%, piping installation from 55% to 35%, pressure test & sign-off from 10% to 30%, backfilling 15%, flushing & re- Page 53 of 89

Chapter 5 Data Analysis and Application instatement from 5% to 2.5% and completed from 5% to 2.5%. 5.2.5.4 Electrical Work Electrical work represents 13.24% of the overall construction work. Figure 5.4 shows the difference between progress figures of milestones () method vs. BOQ method for electrical work. 0.35 Electrical Milestones () Method Vs Bill of Quantity Method 0.3 0.25 Progress (%) 0.2 0.15 0.1 0.05 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Week Milestones () Method Bill of Quantity Method Figure 5.4: Milestones () Method Vs BOQ Method for Electrical Work The following shall be done to improve the milestones () method for electrical work: i. More breakdowns to all activities shall be done to satisfy both the targeted weight value and duration. The following standard Page 54 of 89

Chapter 5 Data Analysis and Application activities are to be used as a master activity for each project area: o Underground Conduit Piping (by block) o Grounding (by equipment and block) o Electrical Equipment Installation o Local Equipment Installation: Push Button Switch Control Switch Lighting Panel Board o Cabling (by equipment) o Lighting Conduit Piping (by block and elevation) o Lighting Fixture (by block and elevation) o Lighting Wiring (by block and elevation) o Motor Solo Run (By motor) ii. The same unit of measurement specified in Appendix-I (each) shall be used. iii. New milestones/events have been added, see Appendix-IV for milestones/events of each activity: o Cathodic Protection o Motor Solo Run Page 55 of 89

Chapter 5 Data Analysis and Application 5.2.5.5 Instrument Work Instrument work represents 8.68% of the overall construction work. Figure 5.5 shows the difference between progress figures of milestones () method vs. BOQ method for instrument work. 0.35 Instrument Milestones () Method Vs Bill of Quantity Method 0.3 0.25 Progress (%) 0.2 0.15 0.1 0.05 0 1 2 3 4 5 6 7 8 9 10 11 12 13 Week Milestones () Method Bill of Quantity Method Figure 5.5: Milestones () Method Vs BOQ Method for Instrument Work The following shall be done to improve the milestones () method for instrument work: i. More breakdowns to all activities shall be done to satisfy both the targeted weight value and duration. The following standard activities are to be used as a master activity for each project area: o Cable Duct (by block) Page 56 of 89

Chapter 5 Data Analysis and Application o Junction Box Installation (by block) o Local Instrument Installation (by block): Transmitter Controller Thermo Element Local Switch Output Gauge & Indicator Local Panel Local Mounted Instrument Local Panel Mounted Instrument o Conduit Piping (by block) Aboveground Conduit Piping Underground Conduit Piping o Main Cabling (by equipment and junction box) o Local Cabling (by equipment and junction box) o Air Piping/Sub-Headers (by block and elevation) o Impulse Tubing (by block and elevation) o Loop/Interlock Test (by equipment and junction box) Page 57 of 89

Chapter 5 Data Analysis and Application ii. The following unit of measurement instead of the one specified in Appendix-I shall be used: o Cable Duct (Each) o Conduit Piping (Each) o Main Cabling (Each) o Local Cabling (Each) o Air Piping/Sub-Headers (Each) o Impulse Tubing (Each) o Loop/Interlock Test (Each) iii. New milestones/events have been added, see Appendix-IV for milestones/events of each activity: o Air Piping/Tubing o Impulse Tubing o Analyzer House Installation 5.2.5.6 Insulation and Painting Works Insulation and Painting works represent 5.57% of the overall construction work. Data is not available to measure the difference between progress figures of milestones () method and BOQ method for painting and insulation works because these works will be started in a later stage of the project. Page 58 of 89

Chapter 5 Data Analysis and Application The following shall be done to improve the milestones () method for insulation and painting works: i. More breakdowns to all activities shall be done to satisfy both the targeted weight value and duration. The following standard activities are to be used as a master activity for each project area: o For insulation Work : Insulation for Equipment (by equipment) Insulation for Piping (by equipment and block): i. Rack Area Piping ii. Around Equipment Piping Fireproofing for Equipment (by equipment) o For Painting Work : Touch-up Painting: i. Structure Steel (by elevation and block) ii. Equipment (by equipment) iii. Piping Support (by block): 1. Pipe Rack Page 59 of 89

Chapter 5 Data Analysis and Application 2. Around Equipment ii. The same unit of measurement specified in Appendix-I (each) shall be used. iii. New milestones/events have been added, see Appendix-IV for milestones/events of each activity: o Fire Proofing for Equipment 5.2.5.7 Pre-commissioning Work Pre-commissioning work represent 0.42% of the overall construction work. Data is not available to measure the difference between progress figures of milestones () method and BOQ method for pre-commissioning work because this work will be started in a later stage of the project. The following shall be done to improve the milestones () method for pre-commissioning work: i. More breakdowns to all activities shall be done to satisfy both the targeted weight value and duration. The following standard activities are to be used as a master activity for each project area: o Ready for Pre-commissioning (by unit or facility): a. Approximate date of Ready for Precommissioning Page 60 of 89

Chapter 5 Data Analysis and Application b. Final Notice of Ready for Precommissioning o Ready for Commissioning (by unit or facility): a. Notice of Ready for Commissioning b. Interim Mechanical Completion c. Final Mechanical Completion ii. The unit of measurement Package (Pkg) shall be used. 5.2.6 Compression between the Improved Milestones () Method and the Original Milestones () Method In section 5.2.3, we have proved that there is a significant difference between Milestones () Method and the BOQ Method. In sections 5.2.4 and 5.2.5, we have improved the Milestones () Method to be an acceptable substitute for the BOQ Method. In this section, we will apply the improvement discussed in subsection 5.2.5.1 for civil work and then we will compare and analyze the result. Page 61 of 89

Chapter 5 Data Analysis and Application 5.2.6.1 Improved Milestones () Method Data Calculation In order to verify that the improved milestones () method can be used as substitute for the BOQ Method, we have calculated the progress figures for the improved milestones () method for 12 weeks by simulating the progress calculation for the same project. Followings are the main steps: i. Implement the improvements indicated in section 5.2.5 above ii. Construct a progress calculation sheet to simulate the progress figures for 12 weeks (see Appendix V) Table 5.1 shows 12 weeks progress figures for BOQ Method and Improved Milestones () Method. Week BOQ Improved 1 3.690 3.580 2 4.190 3.990 3 4.560 4.310 4 4.920 4.750 5 5.650 5.410 6 6.240 5.900 7 6.770 6.490 8 7.230 6.940 9 8.030 7.660 10 8.510 8.030 11 9.010 8.660 12 9.570 9.120 Table 5.1: Cumulative progress figures percentage (%) for 12 Weeks Page 62 of 89

Chapter 5 Data Analysis and Application 5.2.6.2 Comparison of the Progress Measurement Methods Results The difference of results for both methods (milestones () and BOQ) is compared by using the same statistics technique used in section 5.2.3. Let µd = the mean of the difference values of progress payments for both methods ( µ µ ) 1 2 Hypotheses: H0: µd = 0 Ha: µd? 0 Rejection Rule: Reject H0 if t < -2.22814 or if t > 2.22814 Assuming the population of difference values is approximately normally distribution, the t distribution with n-1 degrees of freedom applies. With a =.05 (95% level of confidence) & t.025 = 2.22814 (10 degrees of freedom). Calculation of t value: t = 1.22100 (See Appendix-II for detail calculation) Conclusion: Accept H0, the improved milestones () method can be used as a substitute for the BOQ method with 95% level of confidence. 5.2.6.3 Analysis of the Result The test conducted in section 5.2.6.2 measures the difference in the weekly progress payments earned by contractor. However, cumulative progress payment earned will provide more accurate measure. This is because contactor Page 63 of 89

Chapter 5 Data Analysis and Application compares the total payment received against the total work completed at site until that time. Figure 5.6 shows the cumulative progress payment earned by contractor for civil work for BOQ Method, Original Milestones () Method and Improved Milestones () Method. This figure clearly shows the improvement made in the Milestones () Method. Cumulative Progress Payments for Civil Work 7,500,000 7,000,000 6,500,000 6,000,000 5,500,000 US $ 5,000,000 4,500,000 4,000,000 3,500,000 3,000,000 2,500,000 2,000,000 1 2 3 4 5 6 7 8 9 10 11 12 Week BOQ Improved Original Figure 5.6: The Cumulative Progress Payment Earned for Civil Work Figure 5.7 shows the difference between BOQ Method and Original Milestones () Method and the difference between BOQ Method and Improved Milestones () Method. In the first week, contractor is paid US $ 585,000 less than the actual work contractor claimed completed at site. However, if Improved Milestones () Method was used in calculating the project progress, contractor will be paid US $ 82,500 less than the actual work Page 64 of 89

Chapter 5 Data Analysis and Application contractor claimed completed at site. In the twelfth week, the difference between BOQ Method and Improved Milestones () Method is USD 337,500 compared to USD 1,222,500 for the difference between BOQ Method and Original Milestones () Method. This clearly shows the magnitude of improvement made on the Original Milestones () Method. Also, it proofs that the gap between BOQ method and Milestones () Method is reduced by applying the improvement discussed in sections 5.2.4 and 5.2.5. Difference of Cumulative Progress Payment 1,300,000 1,200,000 1,100,000 1,000,000 900,000 800,000 US $ 700,000 600,000 500,000 400,000 300,000 200,000 100,000 0 1 2 3 4 5 6 7 8 9 10 11 12 Week BOQ - Improved BOQ - Original Figure 5.7: Difference of the Cumulative Progress Payment The difference between BOQ Method and Improved Milestones () Method can be recovered by the time saving resulted from reporting and verifying the work completed in site. Page 65 of 89

Chapter 5 Data Analysis and Application 5.3 PROJECT CASH FLOW In section 5.2, we discussed progress measurement method, which determine the amount of progress payment earned by contractor. In this section, we will discuss how owner can ensure that such payment will be paid on time to contractor. 5.3.1 Method(s)/Technique(s) to Control Project Cash Flow flow, i.e.: There are three methods/techniques owner use to control project cash i. Breakdown of Project Cost ii. Progress Payment Schedule iii. Payment Terms and Conditions 5.3.1.1 Breakdown of Project Cost Project cost breakdown plays a vital role in controlling project cash flow. Owner must ensure that project cost is distributed fairly between all project Work Breakdown Structure (WBS) elements. Misallocation of project cost means that contractor will get paid higher in some phases and lesser in other. Contractor can use this to frontload the project cost to maximize the amount of money received in early phases of the project. Owner can verify the distribution of project cost among the project phases by comparing contactor cost breakdown with owner cost estimate, owner similar projects and/or other bidders cost. Page 66 of 89

Chapter 5 Data Analysis and Application Also, for better control of project cash flow, owner shall consider two types of payments for each project phase, i.e.: Progress Payments and Milestones Payment. Progress Payments will be linked with contractor performance and its amount will be determined by the progress measurement method. Milestones Payment will be paid when contractor achieved the specified event. 5.3.1.2 Progress Payment Schedule Progress payment schedule is the maximum monthly cumulative progress percentage contractor can get paid for in each project phase. It is developed for each project phase from the Project S-curve that contractors submit during bidding stage and from similar previous projects actual S-curves. Phase deliverables play a major role in determining the progress payment schedule for each phase. Detail engineering phase deliverable is the final project design that will be provided as drawings and documents. Project documents and drawings are developed under supervision of owner engineers from the study and calculation stage until issuance of final documents and drawings for construction. Therefore, progress payment schedule for detail engineering phase will be more or less same as contractors proposed engineering progress curve. On the other hand, procurement phase deliverable is the arrival of material and equipment at work site whish is not under direct supervision of owner engineers. Plant material and equipment will take very long time to be Page 67 of 89

Chapter 5 Data Analysis and Application delivered to work site especially for engineered equipment. Also, 65% of procurement phase is allocated for fabrication work where the percent progress will be uniform for each month up to final inspection. Therefore, progress payment schedule for procurement phase will be always less than contractors proposed procurement progress curve and the difference could be about three to four months in the peak. For Construction phase, phase deliverable is the plant and its facilities, whish will be done under supervision of owner engineers and inspectors. However, owner will not know if installed equipment or constructed facilities are function properly until pre-commission and commission stage where such equipment and facilities will be tested. Therefore, progress payment schedule for construction phase will be always less than contractors proposed construction progress curve and the difference could be about one to two months in the peak. Progress payment schedule is a very useful tool as it will prevent contactor benefiting from frontloading. Because if contractor frontload project phases activities, progress payment schedule will allow owner to pay only the cumulative progress percentage specified for each phase. This will always keep owner on top of his project. A question my arise that progress payment schedule may prevent contractor from accelerating the work to finish ahead of schedule as contractor knows that he will be paid only for the cumulative progress percentage Page 68 of 89

Chapter 5 Data Analysis and Application specified in the progress payment schedule not what he earned. The answer to this question is that owner and contractor have agreed on the project cost and schedule in contract. Therefore, each party has to fulfill his contractual obligation. However, if owner wishes the project to be completed before the date specified in contract, owner shall offer contractor an incentive, e.g. owner will pay contractor an additional one million dollar if contractor complete the project one month ahead of schedule and so on. 5.3.1.3 Payment Terms and Conditions Owner has to specify clearly payment terms and condition in contract document. Payment terms and conditions may include the following: i. Advance Payment It is a normal practice in Lump Sum contract that owner pays an advance payment to contractor in beginning of project and recovers it from each invoice. Owner shall specify the amount of advance payment in contract. Also, procedure for how to recover such payment shall be included. ii. Retention It is common for owner to pay only ninety or ninety-five percent of each invoice and retain the balance against the possibility of defective work and until handover of final project documentation. Owner shall specify clearly the amount of retention to be Page 69 of 89

Chapter 5 Data Analysis and Application deducted from contractor invoice and when such amount will be paid back to contractor. iii. Invoicing verification and clearance period There must be an agreed period between submission of invoice and payment (about thirty days usually) for verification and clearance. Owner shall include in contract document an invoicing procedure that shows clearly the steps, time and format required for invoicing. Also, it is important that both parties agreed on a cutoff date for contractor to prepare and submit invoice for owner approval. This will help both contractor and owner teams to work together to expedite verification and sustain the cash flow. 5.3.2 Develop Project Cash Flow by Using S-Curve Method (Case Study) In this section, a case study will be presented by implementing methods/ techniques discuses in section 5.3.1. 5.3.2.1 Data Required for Projection of Project Cash Flow flow: The following are the information required to develop the project cash i. Project Cost The project cost is bracken-down to five main categories: Project Management, Engineering, Procurement, Construction and Critical Milestones. Page 70 of 89

Chapter 5 Data Analysis and Application Cost of each category is divided to two main elements: progress percentage and milestone achievement as shown in Table5.2. Project Management Percentage of Contribution in Total Project Cost (%) Percentage of Contribution per Category Percentage Progress (%) Milestone Achievement (%) 1.80 80 20 Engineering 7.60 70 30 Procurement 60.2 70 30 Construction 25.4 75 25 Critical Milestones 5.00 0 100 100.00 Table 5.2: Total Project Cost break-down Progress percentage is defined as the physical progress of the work accomplish by contractor. Milestones are the events owner has specified in the contract and assign a percentage of contact price that will be payable when contractor achieve them. ii. Project Duration The project duration is thirty (30) months as specified in the contract. Page 71 of 89

Chapter 5 Data Analysis and Application iii. Payment Terms and Conditions of the Contract a. Advance Payment As per contract, owner shall pay to contractor an advance payment of ten percent (10%) of contract price, which shall be paid to contractor within thirty (30) days upon receipt of a refund bond. The refund bond shall be issued to owner within two (2) weeks after contract award date. b. Progress Payment At the beginning of each month, contractor shall furnish owner with an invoice indicating the value of work performed during the preceding month. This invoice shall be accompanied by an interim certificate from owner for that portion of contract price, which equals the percentage of completion actually achieved during the preceding month. The net payable amount of the invoice shall be equal to: 1) Total value of work carried out to the satisfaction of owner to the progress cut-off date covered by the invoice. 2) Less five percent (5%) retention payable upon submission of final project records three (3) months after Mechanical Completion Date. 3) Less ten percent (10%) advance payment recovery until such time as the advance payment amount has been totally refunded. Page 72 of 89

Chapter 5 Data Analysis and Application Within thirty (30) days from the receipt of such invoices and related certificates, owner shall pay to contractor the net payable amount of the invoice. iv. Progress Payment Schedule for Work During Front-End Engineering and Design (FEED) phase, owner developed a progress payment schedule for each work category from bids proposal submitted by contractors and from his experience. Progress payment for each respective category is subject to the maximum cumulative percentage indicated in the progress payment schedule. See Figure 5.8 PROGRESS PAYMENT SCHEDULE 100 90 80 Cumulative Percentage 70 60 50 40 30 20 10 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Calender Month Project Management Engineering Procurement Construction Figure 5.8: Progress Payment Schedule Page 73 of 89

Chapter 5 Data Analysis and Application v. Milestones Payment Schedule for Work Contractor developed the milestones payment schedule based on the project detail schedule that he papered. The date of milestone completion is not fixed and it can be rescheduled by contractor. However, the dates of critical milestones are fixed by contract and can not be changed. See Figure 5.9 MILESTONES PAYMENT SCHEDULE 100 90 80 Cumulative Percentage 70 60 50 40 30 20 10 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Calendar Month Project Management Engineering Procurement Construction Critical Milestones Figure 5.9: Milestones Payment Schedule 5.3.2.2 Projection of Project Cash Flow Project cash flow is developed by adding the progress payment schedule and the milestones payment schedule after taking into consideration the payment terms of the contract. The following are steps used to develop the project cash flow:- Page 74 of 89

Chapter 5 Data Analysis and Application i. Projected Payment Schedule Payment will be made after thirty (30) days from the receipt of contractor invoice. Usually contractor requires between two to three weeks to obtain owner approval for the achieved work during the preceding month and also to submit invoice for that work. Therefore, payment for work achieved in any month will be due within 45 days from the end of that month. Projected payment schedule is developed for each work category monthly ways (See Figure 5.10). PROJECTED PAYMENT SCHEDULE Cumulative Percentage 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Payment due in the 11th month of the project calendar for Engineering Work is equal to 11.63 % Cumulative figure is equal to 41.97% 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Calendar Month Project Management Engineering Procurement Construction Critical Milestones Figure 5.10: Projected Payment Schedule However, contractor will take about four (4) months to develop the project progress calculation system. Therefore, payment will be started from the 6 th project calendar month. Page 75 of 89

Chapter 5 Data Analysis and Application ii. Advance Payment Advanced Payment (10% of Contract Price) will be due within 44 days after contract award date as contractor requires about 14 days for arranging the refund bond and 30 days for owner to pay the advance payment. Therefore, the advance payment will be paid in the 2 nd project calendar month. iii. Advance Payment Recovery and Retention Five percent (5%) retention will be deducted from contractor monthly progress invoice and it will be paid to contractor in the 34 th project calendar month. Ten percent (10%) advance payment recovery will be deducted from contractor monthly progress invoice. Projected cash flow for each work category has been developed (See Figure 5.11) as well as Overall Project Cash Flow (See Figure 5.12). Cumulative Percentage PROJECT CASH FLOW FOR EACH WORK CATEGORY 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Calendar Month Project Management 1.8% Detail Engineering 7.6% Procurement 60.2% Construction 25.4% Critical Milestones 5.00% Figure 5.11: Project Cash Flow for each Work Category Page 76 of 89

Chapter 5 Data Analysis and Application PROJECT CASH FLOW Cumulative Percentage 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 % Advance Payment 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Calendar Month 5% Retention Progress Payment started on the 6th Month after Contract Award Overall Project Cash Flow Figure 5.12: Overall Project Cash Flow Page 77 of 89

Chapter 5 Data Analysis and Application 5.3.3 The Projected Cash Flow against the Actual Cash Flow Figure 5.13 shows the project cash flow developed by using S-Curve method against the actual cash flow of the project. 110 OVERALL PROJECT CASH FLOW PROJECTED VS. ACTUAL 100 90 80 Cumulative Percentage 70 60 50 40 30 20 10 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Month ACTUAL PROJECTED Figure 5.13: Projected Cash Flow vs. Actual Cash Flow for Overall Project Actual progress payments are always less than or equal to the projected cash flow. This is a clear indication that the methods/techniques used provide a high quality forecast for the project cash flow. Following are the main reasons for difference between the projected and actual cash flow:- i. Advance payment (10% of contract price) has been delayed from the first month to the forth month due to delay of submitting the refund bound by contractor. Page 78 of 89

Chapter 5 Data Analysis and Application ii. The difference between the actual progress payments and the projected cash flow from the eleventh month to month number thirty-three are due to delay in project activities as project is falling behind the original schedule. iii. Retention payment (5% of contract price) not yet paid by owner due delay of the plant mechanical completion and in submission of final project records. iv. Remaining progress payments are not paid due to defective work and negative change orders. 5.3.3.1 Statistical Analysis of the Result The difference of results for both projected cash flow and actual cash flow for the project is compared by using the same statistics technique discussed in section 4.4. Let µd = the mean of the difference values of projected and actual cash flow ( µ µ ) 1 2 Hypotheses: H0: µd = 0 Ha: µd? 0 Rejection Rule: Reject H0 if t < -2.03 or if t > 2.03 Assuming the population of difference values is approximately normally distribution, the t distribution with n-1 degrees of freedom applies. With a =.05 (95% level of confidence) & t.025 = 2.03 (34 degrees of freedom). Page 79 of 89

Chapter 5 Data Analysis and Application Calculation of t value: t = -0.41 (See Appendix-VI for detail calculation) Conclusion: Accept H0, the methods and techniques owner used to control project cash flow will provide an estimate for project cash flow with 95% level of confidence. Page 80 of 89

CHAPTER 6 CONCLUSION

Chapter 6 Conclusion Chapter 6 CONCLUSION 6.1 INTRODUCTION This is the final chapter of the report and it presents the principal outcomes of the research. Section 6.2 summarized the main findings in relation to the aims and objectives as stated in Chapter 1. Section 6.3 presents the recommendations in the light of current research. 6.2 MAIN FINDINGS The following are the main findings of this research in relation to the aims and objective as specified in Chapter 1: i. Progress payments are essential for any project success. ii. Progress measurement method and project cash flow are factors affection progress payment from owner to contractor. iii. There is a significant difference between construction work progress figures calculated by using milestones () method and BOQ method. Page 81 of 89

Chapter 6 Conclusion iv. In order to improve milestones () method the following improvement was applied to all contraction disciplines: a. Provide more breakdown to all activities until satisfying the following two requirements: 1. Weight value for each activity shall not exceed 4,000 man-hours. 2. Duration of each activity shall not be more than 3 weeks. The above requirements are imposed for better control and monitor of project activities. b. Change the unit of measurement to numbers, each and package for applicable activities to be easily verifiable. c. Modify events/milestones specified in Appendix-I and provide new events/milestones for activities not covered in Appendix-I. v. The improved milestones () method can be used as a substitute for the BOQ method with 95% level of confidence. vi. The difference between BOQ Method and Improved Milestones () Method can be recovered by the time saving resulted from reporting and verifying the work completed in site. Page 82 of 89

Chapter 6 Conclusion vii. There are three methods/techniques owner may use to control project cash flow, i.e.: a. Breakdown of Project Cost b. Progress Payment Schedule c. Payment Terms and Conditions viii. The following information are required for developing the project cash flow: a. Project Cost b. Project Duration c. Payment Terms and Conditions of the Contract d. Progress Payment Schedule for Work e. Milestones Payment Schedule for Work ix. Actual progress payments are always less than or equal to the projected cash flow for the project. This is a clear indication that the methods/techniques used provide a high quality forecast for the project cash flow. x. The methods and techniques owner used to control project cash flow will provide an estimate for project cash flow with 95% level of confidence. Page 83 of 89

Chapter 6 Conclusion 6.3 RECOMMENDATIONS In the light of the application and result of this report, the following recommendations are provided: i. Progress payments shall be paid to contractor regularly and on time. ii. Progress payments terms and condition shall be specified clearly in contract. iii. The Improved Milestones () method shall be used to measure progress in Lump Sum Turnkey projects. However, clear description and detail shall be provided in the contract. iv. Contractor shall submit the progress backup calculation to owner in weekly basis. Also, owner project management team shall review and verify the progress figures on weekly basis in order to minimize the approval time required to approve the monthly progress figure. v. Owner shall review weight values for all activities very carefully in order to ensure that contractor did not frontload the project activities. vi. Project cash flow shall be prepared in the early phase of the project in order to help owner and contractor to have a clear picture of how project cash will be managed. Page 84 of 89

Chapter 6 Conclusion vii. Project cash flow shall be reviewed and updated frequently to reflect any changes occur in project schedule in order to ensure the highest level of accuracy. viii. Project cash flow need to be reported in project monthly report to check its performance in periodical period. ix. Breakdown of project cost, progress payment schedule and payment terms and condition are techniques shall be used by owner to control project cash flow. Such techniques enable owner to be on top of his project x. Maximum cumulative percentages shall be estimated carefully to avoid any over or underpayment to contractor. Page 85 of 89

References REFERENCES 1. AACE International. Certification Study Guide. Morgantown: AACE International, 2003. 2. AACE International. Skills & Knowledge of Cost Engineering. Morgantown: AACE International, 2002. 3. Al-Douki, Khalil. Performance Measurement System Criteria vs. Earned Value Management System Criteria for Lump Sum Turnkey Petrochemical Project in Eastern Province, K.S.A. Master of Engineering Report, King Fahd University of Petroleum & Mineral, Saudi Arabia, 2000. 4. Clough, Richard and Glenn Sears. Construction Contracting. Indianapolis: John Wiley & Sons, Inc., 1994. 5. Copare, Philip. Cash Flow Management through Front-End Loading. The Proceeding of the 1990 AACE Transactions, AACE International, Morgantown, A.5. 6. Fisk, Edward. Construction Project Administration. New Jersey: Prentice-Hill, Inc., 1997. Page 86 of 89

References 7. Fleming, Quentin and Joel Koppelman. Using Earned Value Management. Cost Engineering 44.9 (2002): 32-36. 8. Fleming, Quentin and Joel Koppelman. Linking Contractor Payments to Contractor Performance. Cost Engineering 37.12 (1995): 43-47. 9. Fleming, Quentin and Joel Koppelman. The Essence of Evolution of Earned Value. Cost Engineering 36.11 (1994): 21-27. 10. Fogal, Irving. Cost Control and Cash Flow Management: A Simple Approach. Cost Engineering 39.11 (1997): 13-14. 11. Hamburg, Morris and Peg Young. Statistical Analysis for Decision Making. Florida: Harcourt Brace & Company, 1994. 12. Hamilton, Albert. Managing Projects for Success. London: Thomas Telford Ltd, 2001. 13. Haugan, Gregory. Effective Work Breakdown Structures. Vienna: Management Concepts, Inc., 2002. 14. Lewis, James. Project Planning, Scheduling & Control. New York: McGraw-Hill, 2001. Page 87 of 89

References 15. Lowe, John and Helen Lowe. Cash Flow and the Construction Client. The Proceeding of the 1988 AACE Transactions, AACE International, Morgantown, A.1. 16. Mendenhall, William and Terry Sincich. Statistics for Engineering and the Sciences. New York: Macmillan, Inc, 1992. 17. Navarrete, Pablo and William Cole. Planning, Estimating and Control of Chemical Construction Projects. New York: Marcel Dekker, Inc, 2001. 18. Sancho, William. Project Cash Flow. The Proceeding of the 1977 AACE Transactions, AACE International, Morgantown, B.7. 19. Smith, Andrew. Accuracy in Progress Measurement. The Proceeding of the 1989 AACE Transactions, AACE International, Morgantown, A.1. 20. Tavakoli, Amir. Construction Project Cash Flow Analysis. Cost Engineering 30.3 (1988): 18-20. 21. Toth, Shiela. Field Progress Measurement System-Direct Hire Job. Cost Engineering 25.2 (1983): 37-43. Page 88 of 89

References 22. Ward, Sol and Thorndike Litchfield. Cost Control in Design and Construction. New York: McGraw-Hill, 1980. 23. Whitticks, Edward. Contracts Management. Houston: Gulf Publishing, 1994. 24. Williams, Anderson. Contemporary Business Statistics. Florence: Thomson Learning, 2001. Page 89 of 89

APPENDICES

APPENDIX-I

CONSTRUCTION PROGRESS ASSESSMENT INCREMENTS APPENDIX-I Page 1 of 1 Type of Work Units Work Step Receive & Check-out Fabrication Pipe Installation Supports Installation Clear Punch List Pressure Test & Signoff Flushing & Reinstatement Final Acceptance A/G Pipe Fabrication & Erection LM 3% 35% 40% 5% 7% 3% 5% 2% Excavation & Preparation Erect Pressure Test Pipe/Conduit & Sign-off Backfilling/Concrete Flushing & Re- Instatement Final Acceptance 10% 55% 10% 15% 5% 5% U/G Pipe Installation LM U/G Conduit/Duct banks LM 10% 45% -- 40% -- 5% U/G 34.5 KV Cable Trench LM 35% -- -- 50% -- 15% Excavation Rebar & Form Work Pouring Concrete Strip & Finishing Backfilling & Compaction Clear Punch List Final Acceptance 10% 40% 15% 10% 15% 5% 5% Foundation CM Area Paving CM 10% 55% 15% 10% -- 5% 5% Receive & Check-out Erect Plumb, Bolt and Torque Clear Punch List Final Acceptance Structural Steel Erection KG 10% 50% 25% -- 10% 5% Ladders & Platforms LM,SM 10% 50% 25% -- 10% 5% Pipe Supports KG 10% 50% 25% -- 10% 5% Miscellaneous Steel EA,LM,SM 10% 50% 25% -- 10% 5% Receive Rough Setting /Preliminary Alignment Level & Grout Finial Alignment Run In Clear Punch List Final Acceptance Static Equipment EA 5% 65% 15% -- -- 10% 5% Vessel Internals EA 5% 80% -- -- -- 10% 5% Rotating Equipment EA 5% 40% 10% 25% 10% 5% 5% Install Unit Conduit Wire & Cable Terminate & Test Clear Punch List Final Acceptance 90% -- -- -- 5% 5% Cable Tray LM Grounding LM 40% -- 30% 20% 5% 5% Electrical Equipment EA 70% -- -- 20% 5% 5% Home Run Cable LM -- -- 70% 20% 5% 5% Instrument Wire LM -- -- 50% 40% 5% 5% Power Cable LM -- 20% 40% 30% 5% 5% 34.5 KV Cable LM -- -- 75% 15% 5% 5% Lighting EA, LM 10% 40% 20% 20% 5% 5% Receive Calibrate Install & Support Loop Check Clear Punch List Final Acceptance Tagged Instruments EA 5% 10% 50% 25% 5% 5% Insulation Metal Trim Clear Punch List Final Acceptance Equipment Insulation EA, SM 40% 40% 10% 5% 5% Pipe Insulation LM, SM 40% 40% 10% 5% 5% Blast & Prime Finish Coat Clear Punch List Final Acceptance Painting LM, SM 20% 70% 5% 5%

APPENDIX-II

OVERALL PROJECT (%) CUMULATIVE THE t TEST FOR PAIRED OBSERVATION BOQ VS ORIGINAL MILESTONE METHODS PROGRESS PAYMENTS WEEKLY FOR OVERALL PROJECT Difference BOQ BOQ BOQ 4.130 3.330 3,097,500.00 2,497,500.00 t-test: Paired Two Sample for Means 4.660 3.620 3,495,000.00 2,715,000.00 397,500.00 217,500.00 180,000.00 Variables BOQ 5.040 3.950 3,780,000.00 2,962,500.00 285,000.00 247,500.00 37,500.00 Mean 483125 376875 5.460 4.700 4,095,000.00 3,525,000.00 315,000.00 562,500.00-247,500.00 Variance 12164914773 16947869318 6.210 4.940 4,657,500.00 3,705,000.00 562,500.00 180,000.00 382,500.00 Observations 12 12 6.850 5.420 5,137,500.00 4,065,000.00 480,000.00 360,000.00 120,000.00 Pearson Correlation 7.470 6.200 5,602,500.00 4,650,000.00 465,000.00 585,000.00-120,000.00 Hypothesized Mean Difference 8.030 6.620 6,022,500.00 4,965,000.00 420,000.00 315,000.00 105,000.00 df 8.810 7.290 6,607,500.00 5,467,500.00 585,000.00 502,500.00 82,500.00 t Stat 9.540 7.720 7,155,000.00 5,790,000.00 547,500.00 322,500.00 225,000.00 P(T<=t) one-tail 10.300 8.310 7,725,000.00 6,232,500.00 570,000.00 442,500.00 127,500.00 t Critical one-tail 11.010 8.830 8,257,500.00 6,622,500.00 532,500.00 390,000.00 142,500.00 P(T<=t) two-tail 11.860 9.360 8,895,000.00 7,020,000.00 637,500.00 397,500.00 240,000.00 t Critical two-tail STATISTICAL ANALYSIS 0.072563024 0 11 2.238745651 0.023402001 1.795884814 0.046804002 2.200985159 BOQ VS IMPROVED MILESTONE METHODS FOR CIVIL WORK OVERALL PROGRESS PAYMENTS STATISTICAL ANALYSIS PROJECT (%) CUMULATIVE WEEKLY BOQ BOQ BOQ Difference t-test: Paired Two Sample for Means 3.690 3.580 2,767,500.00 2,685,000.00 Variables BOQ 4.190 3.990 3,142,500.00 2,992,500.00 375,000.00 307,500.00 67,500.00 Mean 400909.0909 377727.2727 4.560 4.310 3,420,000.00 3,232,500.00 277,500.00 240,000.00 37,500.00 Variance 10174090909 9228068182 4.920 4.750 3,690,000.00 3,562,500.00 270,000.00 330,000.00-60,000.00 Observations 11 11 5.650 5.410 4,237,500.00 4,057,500.00 547,500.00 495,000.00 52,500.00 Pearson Correlation 6.240 5.900 4,680,000.00 4,425,000.00 442,500.00 367,500.00 75,000.00 Hypothesized Mean Difference 6.770 6.490 5,077,500.00 4,867,500.00 397,500.00 442,500.00-45,000.00 df 7.230 6.940 5,422,500.00 5,205,000.00 345,000.00 337,500.00 7,500.00 t Stat 8.030 7.660 6,022,500.00 5,745,000.00 600,000.00 540,000.00 60,000.00 P(T<=t) one-tail 8.510 8.030 6,382,500.00 6,022,500.00 360,000.00 277,500.00 82,500.00 t Critical one-tail 9.010 8.660 6,757,500.00 6,495,000.00 375,000.00 472,500.00-97,500.00 P(T<=t) two-tail 9.570 9.120 7,177,500.00 6,840,000.00 420,000.00 345,000.00 75,000.00 t Critical two-tail 0.796582907 0 10 1.221000997 0.125046088 1.812461102 0.250092175 2.228138842 Page 1 of 1 APPENDIX-II

APPENDIX-III

APPENDIX-III Page 1 of 1 DISCIPLINES WEIGHT FACTORS FOR CONSTRUCTION WORK S/N DISCIPLINE WEIGHT (%) 1 CIVIL 35.12 2 MECHANICAL 10.77 3 PIPING 25.78 4 ELECTRICAL 13.24 5 INSTRUMENT 8.68 6 PAINTING & INSULATION 5.57 7 PRE-COMMISSIONING 0.42 8 TEMPORARY FACILITIES TOTAL 0.42 100.00 TEMPORARY FACILITIES 0.42% PRE-COMMISSIONING 0.42% PAINTING & INSULATION 5.57% INSTRUMENT 8.68% ELECTRICAL 13.24% PIPING 25.78% CIVIL 35.12% MECHANICAL 10.77% CIVIL MECHANICAL PIPING ELECTRICAL INSTRUMENT PAINTING & INSULATION PRE-COMMISSIONING TEMPORARY FACILITIES

APPENDIX-IV

APPENDIX-IV Page 1 of 6 MODIFIED CONSTRUCTION PROGRESS ASSESSMENT INCREMENTS CIVIL WORK Excavation Rebar Form Work Pouring Concrete Strip & Finishing Backfilling & Compaction Clear Punch List Completed Foundations 10.0% 30.0% 10.0% 15.0% 10.0% 15.0% 5.0% 5.0% Excavation Rebar Form Work Pouring Concrete Strip & Finishing Clear Punch List Completed Concrete Paving (Area Paving) 10.00% 45.00% 10.00% 15.00% 10.00% 5.00% 5.00% Excavation Conduit Pouring Concrete Backfilling & Compaction Completed U/G Conduit/Duct Banks 10.0% 45.0% 30.0% 10.0% 5.0% Excavation Pre-cast Concrete Installation of Concrete Completed Cable Trench 35.0% 25.0% 25.0% 15.0% New Activities: Installation of Well Point Setting out of stone column Pre-CPT Pilot Test Finishing Column Installation Reactor Column Installation Silo Column Installation Post CPT 2.0% 2.0% 2.0% 2.0% 25.0% 25.0% 25.0% 2.0% Soil Improvement Plate Load Test Rough Grading Clear Punch List Completed 2.0% 3.0% 5.0% 5.0% Excavation Base Coarse Primer Coat Asphalt Layer Clear Punch List Completed Asphalt Paving 1st Layer 10.00% 55.00% 10.00% 15.00% 5.00% 5.00% Asphalt Paving 2nd Layer 90.00% 5.00% 5.00% Road Paving (Base Course) Road Paving (Wearing Course) Excavation Base Coarse Primer Coat 20.00% 1st Asphalt Layer 2nd Asphalt Layer Clear Punch List Completed 70.00% 5.00% 5.00% 10.00% 40.00% 40.00% 5.00% 5.00%

APPENDIX-IV Page 2 of 6 For Building: Rebar Form Work Pouring Concrete Parapet 40.0% 15.0% 15.0% Strip & Finishing 20.0% Clear Punch List Completed 5.0% 5.0% Moisture Barrier Excavation Form Work Pouring Concrete Strip & Finishing Joint Treatment Clear Punch List Completed Ground Floor Concrete 10.0% 30.0% 10.0% 15.0% 10.0% 15.0% 5.0% 5.0% Scaffolding Rebar Form Work Roofing Concrete Floor 10.0% 40.0% Pouring Concrete Strip & Finishing Clear Punch List 15.0% 15.0% 10.0% 5.0% Completed 5.0% Receive & Shake-out Installation of support beam Installation of deck slab Pouring Concrete Completed Floor Concrete 10.0% 50.0% 25.0% 10.0% 5.0% Backfilling & Compaction Soil Filling 100.0% Cleaning and Finishing Weather Proof Coat Clear Punch List Completed Roof Weather Proof 20.0% 70.0% 5.0% 5.0% Receive & Shake-out Installation of Material Architectural Finishing Architectural Work 5.0% 60.0% 25.0% Clear Punch List Completed 5.0% 5.0% Receive & Shake-out Installation of Plumbing Plumbing 5.0% 60.0% Operation Check 25.0% Clear Punch List Completed 5.0% 5.0% Receiving Rough Setting HVAC/ M&E 5.0% 40.0% Leveling Grout 10.0% Finial Align Run In Clear Punch List Completed 25.0% 10.0% 5.0% 5.0%

APPENDIX-IV Page 3 of 6 MODIFIED CONSTRUCTION PROGRESS ASSESSMENT INCREMENTS MECHANICAL WORK Receive Rough Set./Prelim. Alignment Level & Grout Finial Alignment Run In Clear Punch List Completed Rotating Equipment Equipment Install Final Alignment 5.00% 50.00% 45.00% 80.00% 10.00% 5.00% 5.00% Receive Rough Set./Prelim. Alignment Level & Grout Clear Punch List Completed Static Equipment Equipment Install 5.00% 70.00% 15.00% 5.00% 5.00% New Activities: Receive Assembling Clear Punch List Completed Field Assemble Equipment 5.00% 80.00% 10.00% 5.00%

APPENDIX-IV Page 4 of 6 MODIFIED CONTRACTOR CONSTRUCTION PROGRESS ASSESSMENT INCREMENTS PIPING WORK A/G Pipe Feb & Erect Piping Install Receive & Check-out Fabrication Pipe Installation 5.00% 40.00% 45.00% 10.00% Supports Clear Punch Installation List Test/Flushing 80.00% Pressure Test & Signoff 10.00% Flushing & Reinstatement Completed 5.00% 5.00% Excavation & Preparation Piping Installation Pressure Test & Signoff Backfilling Flushing & Reinstatement Completed U/G Pipe Piping Install 30.00% 70.00% Test/Flushing 60.00% 30.00% 5.00% 5.00% Receive & Check-out Fabrication Piping Prefabrication 10.00% 90.00% Pipe Installation Support Receive & Check-out Support Fabrication Supports Installation Clear Punch List Pressure Flushing & Test & Signoff Reinstatement Completed Rack Piping Install 100.00% A/G Pipe Feb & Erect Piping Install Around Equipment Small Bore Piping Support Fabrication 100.00% 100.00% 10.00% 90.00% Support Install 100.00% Pressure Test 90.00% 10.00% Flushing 95.00% 5.00%

MODIFIED CONSTRUCTION PROGRESS ASSESSMENT INCREMENTS ELECTRICAL/INSTRUMENT WORKS APPENDIX-IV Page 5 of 6 Excavation & Preparation Conduit Installation Backfilling Completed Unit Installation Wire & Cabling Termination & Test Clear Punch List Completed U/G Conduit & Grounding 5.00% 25.00% 18.00% 2.00% 20.00% 15.00% 8.00% 5.00% 2.00% Conduit, Cabling, Grounding & Test Conduit Installation Wire & Cabling Termination & Test Clear Punch List 10.00% 20.00% 13.00% 5.00% Completed Unit Installation 2.00% 20.00% Wire & Cabling 15.00% Termination & Test Clear Punch List 8.00% 5.00% Completed 2.00% Receive Calibrate Install & Support Loop Check Clear Punch List Completed Tagged Instruments Local Instrument Install 5.00% Loop Test/Interlock Test 20.00% 75.00% 90.00% 5.00% 5.00% New Activities: Cathodic Protection Provide Termination Clear Punch Anode & Completed Test List Protection 70.00% 20.00% 5.00% 5.00% Motor Solo Run Air Piping/Tubing Impuls Tubing Preparation of Motor Solo Inspection of Alignment Run Clear Punch List Completed 5.00% 35.00% 50.00% 5.00% 5.00% Recive Install & Support 5.00% 95.00% Recive Install & Support 5.00% 95.00% Analyzer House Installation Rough Level & Clear Receive Set./Prelim. Completed Grout Punch List Alignment 5.00% 65.00% 15.00% 10.00% 5.00%

APPENDIX-IV Page 6 of 6 MODIFIED CONSTRUCTION PROGRESS ASSESSMENT INCREMENTS PAINT/INSULATION WORKS Scaffolding Insulation Metal Trim Clear Punch List Completed Insulation for Piping 15.00% 25.00% 40.00% 10.00% 5.00% 5.00% Scaffolding Insulation Metal Trim Clear Punch List Completed Insulation for Equipment 15.00% 25.00% 40.00% 10.00% 5.00% 5.00% New Activities: Scaffolding Mortar Clear Punch List Completed Fire Proofing for Equipment 15.00% 75.00% 5.00% 5.00%

APPENDIX-V

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity UTILITIES SYSTEM & RAW MATERIAL FEED SYSTEM (Area-1) CIVIL WORK 3,286 298,170.00 298170.00 C0100910 010403 01 PIPE RACK FOUNDATION -N01 (OTHER OSBL) 115 11537.53 27.2% 11537.53 3137.40 0.24% 0.07% 21.93% 0.05% OSBL From : Grid 26 to Column K-1 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-2 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-3 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-4 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-5 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-6 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-7 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-7A 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-8 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-9 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-10 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-11 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% Progress Value 4,815,410 % To Total Mhrs BOQ % CMPL Improved % REPOR Page 1 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 From : Grid 26 to Column K-12 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-13 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-14 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-15 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-16 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-17 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-18 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-19 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-20 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-21 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-22 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-23 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-24 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% BOQ % CMPL Improved % REPOR Page 2 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-25 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-26 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-27 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-28 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-29 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-30 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 26 to Column K-31 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-7 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-7A 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-8 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-9 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-10 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% BOQ % CMPL Improved % REPOR Page 3 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-11 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-12 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-13 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-14 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-15 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-16 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-17 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-18 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-19 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-20 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-21 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-22 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% BOQ % CMPL Improved % REPOR Page 4 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 From : Grid 24 to Column K-23 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-24 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-25 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-26 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-27 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-28 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-29 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-30 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 24 to Column K-31 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 25 to Column K-1 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 25 to Column K-2 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 25 to Column K-3 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 25 to Column K-4 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% BOQ % CMPL Improved % REPOR Page 5 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 25 to Column K-5 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid 25 to Column K-6 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-1 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-2 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-3 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-4 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-5 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-6 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-7 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-8 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-9 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-10 100% 40.0% 101.21 40.48 40.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 15% BOQ % CMPL Improved % REPOR Page 6 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-11 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-12 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-13 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-14 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-15 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-16 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-17 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-18 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-19 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-20 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-21 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S27 to Column-22 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% BOQ % CMPL Improved % REPOR Page 7 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 From : Grid S27 to Column-23 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-1 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-2 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-3 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-4 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-5 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-6 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-7 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-8 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-9 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-10 100% 40.0% 101.21 40.48 40.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-11 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-12 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% BOQ % CMPL Improved % REPOR Page 8 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-13 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-14 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-15 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-16 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-17 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-18 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-19 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-20 100% 65.0% 101.21 65.78 65.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-21 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-22 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid S28 to Column-23 100% 21.0% 101.21 21.25 15.0% Excavation 15.00 M3 10% Rebar Work 3.00 TON 70% 30% 21.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 10.00 M3 15% From : Grid K31 to Column-31 100% 100.0% 101.21 101.21 100.0% Excavation 15.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% BOQ % CMPL Improved % REPOR Page 9 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 100% 15% 15.0% 15.0% From : Grid K32 to Column-31 100% 100.0% 101.21 101.21 100.0% Excavation 15.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 100% 15% 15.0% 15.0% From : Grid K31 to Column-32 100% 100.0% 101.21 101.21 100.0% Excavation 15.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 100% 15% 15.0% 15.0% From : Grid K32 to Column-32 100% 100.0% 101.21 101.21 100.0% Excavation 15.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.00 M3 100% 15% 15.0% 15.0% C0100920 010403 01 DUCT BANK, MH (MAIN CABLE) -N01 (OTHER OSBL) 120 14547.33 3.6% 14547.33 523.70 0.30% 0.01% Block-A 100% 3.6% 3636.83 130.93 Excavation 900.00 M3 36% 10% 3.6% Conduit Pipe 150.00 M 45% Concrete 180.00 M3 30% Backfilling 700.00 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-B 100% 3.6% 3636.83 130.93 Excavation 900.00 M3 36% 10% 3.6% Conduit Pipe 150.00 M 45% Concrete 180.00 M3 30% Backfilling 700.00 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-C 100% 3.6% 3636.83 130.93 Excavation 900.00 M3 36% 10% 3.6% Conduit Pipe 150.00 M 45% Concrete 180.00 M3 30% Backfilling 700.00 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-D 100% 3.6% 3636.83 130.93 Excavation 900.00 M3 36% 10% 3.6% Conduit Pipe 150.00 M 45% Concrete M3 30% Backfilling M3 10% Hand over to laying cable works NOS 5% C0100960 010403 01 EXCAVATION FOR U/G SW PIPING -N01 (OTHER OSBL) 29 7,718.60 94.7% 7718.60 7,308.23 0.16% 0.15% 83.33% 0.13% Segment-1 2,572.87 100% 100.0% 2,572.87 2,572.87 100.0% Well Point Installation 50.00 M 100% 20% 20.0% 20.0% Excavation 4,000.00 M3 100% 50% 50.0% 50.0% Protection for Existing Facility 1.00 Lot 100% 20% 20.0% 20.0% Sand bedding for SW Piping 100.00 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Segment-2 2,572.87 100% 84.1% 2,572.87 2,162.50 50.0% Well Point Installation 50.00 M 84% 20% 16.8% 10.0% Excavation 5,500.00 M3 84% 50% 42.0% 25.0% Protection for Existing Facility 1.00 Lot 85% 20% 17.0% 10.0% Sand bedding for SW Piping 150.00 M3 85% 5% 4.3% 2.5% Hand over to Piping Works 1.00 NOS 80% 5% 4.0% 2.5% Segment-3 2,572.87 100% 100.0% 2,572.87 2,572.87 100.0% Well Point Installation 50.00 M 100% 20% 20.0% 20.0% Excavation 9,000.00 M3 100% 50% 50.0% 50.0% Protection for Existing Facility 1.00 Lot 100% 20% 20.0% 20.0% Sand bedding for SW Piping 200.00 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% C0100970 010403 01 CONCRETE FOR U/G SW PIPING AT ROAD CROSS -N01 (O 77 2608.49 100.0% 2608.49 2608.49 0.05% 0.05% 100.00% 0.05% Block-A 100% 100.0% 1304.24 1304.24 100.0% Lean Concrete 1.00 M2 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 40% 40.0% 40.0% Form Work 1.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 1.00 M3 100% 10% 10.0% 10.0% Strip & Finishing 1.00 M2 100% 15% 15.0% 15.0% Completed 1.00 NOS 100% 5% 5.0% 5.0% Block-B 100% 100.0% 1304.24 1304.24 100.0% Lean Concrete 1.00 M2 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 40% 40.0% 40.0% Form Work 1.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 1.00 M3 100% 10% 10.0% 10.0% Strip & Finishing 1.00 M2 100% 15% 15.0% 15.0% Completed 1.00 NOS 100% 5% 5.0% 5.0% C0100980 010403 01 BACKFILLING FOR U/G SW PIPING -N01 (OTHER OSBL) 76 4314.03 100% 78.0% 4314.03 3364.92 0.09% 0.07% 74.58% 0.07% Block A 100% 100.0% 719.00 719.00 100.0% Water filling In Pipe 166.67 M3 100% 20% 20.0% 20.0% Backfillng 1022.5 M3 100% 75% 75.0% 75.0% Completed 1 LOT 100% 5% 5.0% 5.0% Block B 100% 100.0% 719.00 719.00 100.0% Water filling In Pipe 166.67 M3 100% 20% 20.0% 20.0% Backfillng 1022.5 M3 100% 75% 75.0% 75.0% Completed 1 LOT 100% 5% 5.0% 5.0% Block C 100% 100.0% 719.00 719.00 100.0% Water filling In Pipe 166.67 M3 100% 20% 20.0% 20.0% Backfillng 1022.5 M3 100% 75% 75.0% 75.0% Completed 1.00 LOT 100% 5% 5.0% 5.0% Block D 100% 100.0% 719.00 719.00 100.0% Water filling In Pipe 166.67 M3 100% 20% 20.0% 20.0% Backfillng 1022.5 M3 100% 75% 75.0% 75.0% Completed 1.00 LOT 100% 5% 5.0% 5.0% Block E 100% 68.0% 719.00 488.92 47.5% Water filling In Pipe 166.67 M3 80% 20% 16.0% 10.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 10 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Backfillng 1022.5 M3 68% 75% 51.0% 37.5% Completed 1.00 LOT 20% 5% 1.0% Block F 100% 719.00 Water filling In Pipe 166.67 M3 20% Backfillng 1022.5 M3 75% Completed 1.00 LOT 5% C1100510 010403 01 EXCAVATION FOR U/G SW PIPING -N11 46 1,103.59 100% 100.0% 1103.59 1,103.59 0.02% 0.02% 100.00% 0.02% Well Point Installation 150.00 M 100% 20% 20.0% 20.0% Excavation 4,000.00 M3 100% 50% 50.0% 50.0% Protection for Exsisting Facility 1.00 Lot 100% 20% 20.0% 20.0% Sand bedding for SW Piping 300.00 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% C1100520 010403 01 BACKFILL FOR U/G SW PIPING -N11 30 2,508.16 100% 100.0% 2508.16 2,508.16 0.05% 0.05% 100.00% 0.05% Water filling In Pipe 270.00 M3 100% 20% 20.0% 20.0% Backillng 2,500.00 M3 100% 75% 75.0% 75.0% Completed 1.00 LOT 100% 5% 5.0% 5.0% C1100530 010403 01 PIT NO.1 & NO. 2 FOR U/G SW PIPING -N11 30 5,919.26 91.4% 5919.26 5,410.19 0.12% 0.11% 86.67% 0.11% Pit-1 - Segment 1 100% 100.0% 986.54 986.54 100.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 30.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Pit-1 - Segment 2 100% 100.0% 986.54 986.54 100.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 30.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Pit-1 - Segment 3 100% 73.0% 986.54 720.17 60.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 55% 10% 5.5% 5.0% Pouring Concrete 6.00 M3 34% 15% 5.1% Strip & Finishing 30.00 M2 34% 10% 3.4% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Clear Punchlist 1.00 NOS 40% 5% 2.0% Hand over to Mech,Piping Work to Others 1.00 NOS 40% 5% 2.0% Pit-2- Segment 1 100% 100.0% 986.54 986.54 100.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 30.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Pit-2- Segment 2 100% 100.0% 986.54 986.54 100.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 30.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Pit-2- Segment 3 100% 75.4% 986.54 743.85 60.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 64% 10% 6.4% 5.0% Pouring Concrete 6.00 M3 40% 15% 6.0% Strip & Finishing 30.00 M2 40% 10% 4.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Clear Punchlist 1.00 NOS 40% 5% 2.0% Hand over to Mech,Piping Work to Others 1.00 NOS 40% 5% 2.0% C1100535 010403 01 PIT NO.3 FOR U/G SW PIPING -N11 30 5,919.26 93.2% 5919.26 5,516.76 0.12% 0.11% 90.83% 0.11% Pit-3 - Segment 1 100% 100.0% 1,973.09 1,973.09 100.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 30.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Pit-3 - Segment 2 100% 100.0% 1,973.09 1,973.09 100.0% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 30.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Pit-3 - Segment 3 100% 79.6% 1,973.09 1,570.58 72.5% Excavation 6.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 30.00 M2 67% 10% 6.7% 5.0% Pouring Concrete 6.00 M3 58% 15% 8.7% 7.5% Strip & Finishing 30.00 M2 52% 10% 5.2% 5.0% Backfiling& Compaction 3.33 M3 100% 15% 15.0% 15.0% Clear Punchlist 1.00 NOS 40% 5% 2.0% Hand over to Mech,Piping Work to Others 1.00 NOS 40% 5% 2.0% C1100540 010403 01 EQPT FOUNDATION -N11 27 6,119.91 80.3% 6119.91 6,119.91 4,913.52 0.13% 0.10% 79.08% 0.10% PC0649 Construct Fdn. NE-1101A Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% PC0651 Construct Fdn. NE-1101B Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 11 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE PC0653 PC0655 PC0657 PC0659 PC0661 PC0663 PC0665 PC0667 PC0669 PC0671 PC0673 PC0675 DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101C Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101D Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101E Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101F Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101G Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101H Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101I Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-1101S Seawater/Cooling Water 100% 100.0% 280.50 280.50 100.0% Excavation 28.60 M3 100% 10% 10.0% 10.0% Rebar Work 6.18 TON 100% 30% 30.0% 30.0% Form Work 22.53 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 22.53 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.74 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-1101A Cooling Water Pump 100% 22.0% 280.50 61.71 20.0% Excavation 109.71 M3 70% 10% 7.0% 5.0% Rebar Work 8.52 TON 50% 30% 15.0% 15.0% Form Work 47.38 M2 10% Pouring Concrete 77.63 M3 15% Strip & Finishing 47.38 M2 10% Backfiling& Compaction 39.47 M3 15% Construct Fdn. NP-1101B Cooling Water Pump 100% 22.0% 280.50 61.71 20.0% Excavation 109.71 M3 70% 10% 7.0% 5.0% Rebar Work 8.52 TON 50% 30% 15.0% 15.0% Form Work 47.38 M2 10% Pouring Concrete 77.63 M3 15% Strip & Finishing 47.38 M2 10% Backfiling& Compaction 39.47 M3 15% Construct Fdn. NP-1101C Cooling Water Pump 100% 23.0% 280.50 64.51 20.0% Excavation 95.68 M3 80% 10% 8.0% 5.0% Rebar Work 4.32 TON 50% 30% 15.0% 15.0% Form Work 50.11 M2 10% Pouring Concrete 76.07 M3 15% Strip & Finishing 50.11 M2 10% Backfiling& Compaction 68.60 M3 15% Construct Fdn. NP-1101S Cooling Water Pump 100% 23.0% 280.50 64.51 20.0% Excavation 95.68 M3 80% 10% 8.0% 5.0% Rebar Work 4.32 TON 50% 30% 15.0% 15.0% Form Work 50.11 M2 10% Pouring Concrete 76.07 M3 15% BOQ % CMPL Improved % REPOR Page 12 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE PC0677 PC01AD08 PC01AD09 PC02AD01 PC02AD02 PC02AD03 PC02AD04 PC02AD05 PC02AD06 PC02AD07 PC02AD08 PC0679 DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Strip & Finishing 50.11 M2 10% Backfiling& Compaction 68.60 M3 15% Construct Fdn. NC-1101 Cooling Water Column 100% 70.3% 280.50 197.05 62.5% Excavation 37.92 M3 100% 10% 10.0% 10.0% Rebar Work 0.87 TON 100% 30% 30.0% 30.0% Form Work 12.25 M2 100% 10% 10.0% 10.0% Pouring Concrete 16.25 M3 85% 15% 12.8% 7.5% Strip & Finishing 12.25 M2 75% 10% 7.5% 5.0% Backfiling& Compaction 21.19 M3 15% Construct Fdn. NF-1101A Seawater Strainer 100% 98.8% 153.00 151.09 97.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101B Seawater Strainer 100% 98.8% 153.00 151.09 97.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101C Seawater Strainer 100% 98.8% 153.00 151.09 97.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101D Seawater Strainer 100% 98.8% 153.00 151.09 97.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101E Seawater Strainer 100% 98.8% 153.00 151.09 97.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101F Seawater Strainer 100% 78.8% 153.00 120.49 77.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 15% Clear Punchlist 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101G Seawater Strainer 100% 78.8% 153.00 120.49 77.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 15% Clear Punchlist 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101H Seawater Strainer 100% 78.8% 153.00 120.49 77.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 15% Clear Punchlist 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101I Seawater Strainer 100% 78.8% 153.00 120.49 77.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 15% Clear Punchlist 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NF-1101S Seawater Strainer 100% 78.8% 153.00 120.49 77.5% Excavation 4.59 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 11.52 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.65 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.52 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.38 M3 15% Clear Punchlist 1.00 NOS 75% 5% 3.8% 2.5% Construct Fdn. NV-1101 Cooling Water Chemical 100% 78.8% 382.49 301.21 77.5% Excavation 0.97 M3 100% 10% 10.0% 10.0% Rebar Work 0.03 TON 100% 30% 30.0% 30.0% Form Work 2.56 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.45 M3 100% 15% 15.0% 15.0% Strip & Finishing 2.56 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.67 M3 15% Clear Punchlist 1.00 NOS 75% 5% 3.8% 2.5% BOQ % CMPL Improved % REPOR Page 13 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity C1100550 010403 01 PIPE RACK FOUNDATION -N11 33 6220.24 70.0% 6220.24 4355.89 0.13% 0.09% 64.86% 0.08% From : A11-121 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-122 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-123 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-124 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-125 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-126 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-127 100% 98.5% 345.57 340.39 97.5% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.95 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : A11-128 100% 84.5% 345.57 292.01 80.0% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 46.95 M3 50% 15% 7.5% 7.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : A11-129 100% 84.5% 345.57 292.01 80.0% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 46.95 M3 50% 15% 7.5% 7.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : A12-121 100% 32.0% 345.57 110.58 20.0% Excavation 58.11 M3 95% 10% 9.5% 5.0% Rebar Work 0.54 TON 75% 30% 22.5% 15.0% Form Work 13.10 M2 10% Pouring Concrete 7.36 M3 15% Strip & Finishing 13.10 M2 10% Backfiling& Compaction 46.95 M3 15% From : A12-122 100% 32.0% 345.57 110.58 20.0% Excavation 58.11 M3 95% 10% 9.5% 5.0% Rebar Work 0.54 TON 75% 30% 22.5% 15.0% Form Work 13.10 M2 10% Pouring Concrete 7.36 M3 15% Strip & Finishing 13.10 M2 10% Backfiling& Compaction 46.95 M3 15% From : A12-123 100% 32.0% 345.57 110.58 20.0% Excavation 58.11 M3 95% 10% 9.5% 5.0% Rebar Work 0.54 TON 75% 30% 22.5% 15.0% Form Work 13.10 M2 10% Pouring Concrete 7.36 M3 15% Strip & Finishing 13.10 M2 10% Backfiling& Compaction 46.95 M3 15% From : A12-124 100% 32.0% 345.57 110.58 20.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 14 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Excavation 58.11 M3 95% 10% 9.5% 5.0% Rebar Work 0.54 TON 75% 30% 22.5% 15.0% Form Work 13.10 M2 10% Pouring Concrete 7.36 M3 15% Strip & Finishing 13.10 M2 10% Backfiling& Compaction 46.95 M3 15% From : A12-125 100% 32.0% 345.57 110.58 20.0% Excavation 58.11 M3 95% 10% 9.5% 5.0% Rebar Work 0.54 TON 75% 30% 22.5% 15.0% Form Work 13.10 M2 10% Pouring Concrete 7.36 M3 15% Strip & Finishing 13.10 M2 10% Backfiling& Compaction 46.95 M3 15% From : A12-126 100% 32.0% 345.57 110.58 20.0% Excavation 58.11 M3 95% 10% 9.5% 5.0% Rebar Work 0.54 TON 75% 30% 22.5% 15.0% Form Work 13.10 M2 10% Pouring Concrete 7.36 M3 15% Strip & Finishing 13.10 M2 10% Backfiling& Compaction 46.95 M3 15% From : A12-127 100% 68.0% 345.57 234.99 65.0% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 30% 10% 3.0% Backfiling& Compaction 46.95 M3 15% From : A12-128 100% 71.0% 345.57 245.35 70.0% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 60% 10% 6.0% 5.0% Backfiling& Compaction 46.95 M3 15% From : A12-129 100% 71.0% 345.57 245.35 70.0% Excavation 58.11 M3 100% 10% 10.0% 10.0% Rebar Work 0.54 TON 100% 30% 30.0% 30.0% Form Work 13.10 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.10 M2 60% 10% 6.0% 5.0% Backfiling& Compaction 46.95 M3 15% C1100560 010403 01 CABLE TRENCH -N11 41 2006.53 35.0% 2006.53 702.28 0.04% 0.01% 35.00% 0.01% Block-A 100% 35.0% 668.84 234.09 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 8.92 M3 25% Backfilling & Compaction 100.00 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 35.0% 668.84 234.09 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 8.92 M3 25% Backfilling & Compaction 100.00 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 35.0% 668.84 234.09 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 8.92 M3 25% Backfilling & Compaction 100.00 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C2100510 010403 01 EQPT FOUNDATION -N21 83 5,919.26 100.0% 5919.26 5,919.26 0.12% 0.12% 100.00% 0.12% PC0609 Construct Fdn. NP-2002A Butene Charge Pump 100% 100.0% 369.95 369.95 100.0% Excavation 6.20 M3 100% 10% 10.0% 10.0% Rebar Work 0.14 TON 100% 30% 30.0% 30.0% Form Work 11.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.53 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.89 M3 100% 15% 15.0% 15.0% PC0611 Construct Fdn. NP-2002S Butene Charge Pump 100% 100.0% 369.95 369.95 100.0% Excavation 6.20 M3 100% 10% 10.0% 10.0% Rebar Work 0.14 TON 100% 30% 30.0% 30.0% Form Work 11.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.53 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.89 M3 100% 15% 15.0% 15.0% PC0613 Construct Fdn. NV-2002 Butene Day Drum 100% 100.0% 369.95 369.95 100.0% Excavation 29.95 M3 100% 10% 10.0% 10.0% Rebar Work 0.82 TON 100% 30% 30.0% 30.0% Form Work 20.27 M2 100% 10% 10.0% 10.0% Pouring Concrete 16.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.27 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.99 M3 100% 15% 15.0% 15.0% PC0715 Construct Fdn. NP-1301 Flare Knockout Liquid Pump 100% 100.0% 369.95 369.95 100.0% Excavation 1.34 M3 100% 10% 10.0% 10.0% Rebar Work 0.04 TON 100% 30% 30.0% 30.0% Form Work 3.79 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.76 M3 100% 15% 15.0% 15.0% Strip & Finishing 3.79 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.87 M3 100% 15% 15.0% 15.0% PC02AD11 Construct Fdn. NP-1302 Liquid Waste Pump 100% 100.0% 277.47 277.47 100.0% Excavation 1.34 M3 100% 10% 10.0% 10.0% Rebar Work 0.04 TON 100% 30% 30.0% 30.0% Form Work 3.79 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.76 M3 100% 15% 15.0% 15.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 15 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE PC0717 PC0719 PC0711 PC0713 PC0721 PC01AD6 PC0723 PC0725 PC0693 PC0697 PC0699 PC0705 DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Strip & Finishing 3.79 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.87 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-2003A Isopentane Charge Pump 100% 100.0% 369.95 369.95 100.0% Excavation 2.54 M3 100% 10% 10.0% 10.0% Rebar Work 0.29 TON 100% 30% 30.0% 30.0% Form Work 6.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 2.04 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.31 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-2003S Isopentane Charge Pump 100% 100.0% 369.95 369.95 100.0% Excavation 2.54 M3 100% 10% 10.0% 10.0% Rebar Work 0.29 TON 100% 30% 30.0% 30.0% Form Work 6.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 2.04 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.31 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-2010A Isopentane Feed Pump 100% 100.0% 369.95 369.95 100.0% Excavation 3.51 M3 100% 10% 10.0% 10.0% Rebar Work 0.50 TON 100% 30% 30.0% 30.0% Form Work 7.86 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.29 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.86 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.56 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-2010S Isopentane Feed Pump 100% 100.0% 369.95 369.95 100.0% Excavation 3.51 M3 100% 10% 10.0% 10.0% Rebar Work 0.50 TON 100% 30% 30.0% 30.0% Form Work 7.86 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.29 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.86 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.56 M3 100% 15% 15.0% 15.0% Construct Fdn. NV-1302 Liquid Waste Drum 100% 100.0% 369.95 369.95 100.0% Excavation 20.71 M3 100% 10% 10.0% 10.0% Rebar Work 0.76 TON 100% 30% 30.0% 30.0% Form Work 33.31 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.74 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.31 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 16.37 M3 100% 15% 15.0% 15.0% Construct Fdn. NV-1301 Flare Knockout Drum 100% 100.0% 369.95 369.95 100.0% Excavation 50.44 M3 100% 10% 10.0% 10.0% Rebar Work 1.73 TON 100% 30% 30.0% 30.0% Form Work 72.39 M2 100% 10% 10.0% 10.0% Pouring Concrete 19.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 72.39 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 37.67 M3 100% 15% 15.0% 15.0% Construct Fdn. NV-2003 Isopentane Surge Drum 100% 100.0% 369.95 369.95 100.0% Excavation 30.02 M3 100% 10% 10.0% 10.0% Rebar Work 0.99 TON 100% 30% 30.0% 30.0% Form Work 39.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 7.38 M3 100% 15% 15.0% 15.0% Strip & Finishing 39.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 23.96 M3 100% 15% 15.0% 15.0% Construct Fdn. NV-2010 Isopentane Storage Drum 100% 100.0% 369.95 369.95 100.0% Excavation 46.85 M3 100% 10% 10.0% 10.0% Rebar Work 1.39 TON 100% 30% 30.0% 30.0% Form Work 31.16 M2 100% 10% 10.0% 10.0% Pouring Concrete 38.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 31.16 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.50 M3 100% 15% 15.0% 15.0% Construct Fdn. NE-2003 Hexene Cooler 100% 100.0% 277.47 277.47 100.0% Excavation 7.67 M3 100% 10% 10.0% 10.0% Rebar Work 0.15 TON 100% 30% 30.0% 30.0% Form Work 10.20 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.26 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.20 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 6.50 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-2001A Hexene Charge Pump 100% 100.0% 277.47 277.47 100.0% Excavation 6.22 M3 100% 10% 10.0% 10.0% Rebar Work 0.14 TON 100% 30% 30.0% 30.0% Form Work 11.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.53 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.89 M3 100% 15% 15.0% 15.0% Construct Fdn. NP-2001S Hexene Charge Pump 100% 100.0% 277.47 277.47 100.0% Excavation 6.22 M3 100% 10% 10.0% 10.0% Rebar Work 0.14 TON 100% 30% 30.0% 30.0% Form Work 11.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.53 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.89 M3 100% 15% 15.0% 15.0% Construct Fdn. NV-2001 Hexene Surge Drum 100% 100.0% 369.95 369.95 100.0% Excavation 46.62 M3 100% 10% 10.0% 10.0% Rebar Work 2.44 TON 100% 30% 30.0% 30.0% Form Work 77.77 M2 100% 10% 10.0% 10.0% Pouring Concrete 19.06 M3 100% 15% 15.0% 15.0% Strip & Finishing 77.77 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 31.59 M3 100% 15% 15.0% 15.0% BOQ % CMPL Improved % REPOR Page 16 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity C2100520 010403 01 PIPE RACK FOUNDATION -N21 74 6,019.58 95.5% 6019.58 5,750.21 0.13% 0.12% 95.38% 0.12% From : A1-101 100% 70.0% 300.98 210.69 70.0% Excavation 30.75 M3 10% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 15% From : A1-102 100% 70.0% 300.98 210.69 70.0% Excavation 30.75 M3 10% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 15% From : A1-103 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-104 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-105 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-106 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-107 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-108 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-109 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A1-110 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-101 100% 80.5% 300.98 242.29 77.5% Excavation 30.75 M3 10% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 70% 15% 10.5% 7.5% From : A2-102 100% 90.0% 300.98 270.88 90.0% Excavation 30.75 M3 10% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-103 100% 100.0% 300.98 300.98 100.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 17 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-104 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-105 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-106 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-107 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-108 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-109 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% From : A2-110 100% 100.0% 300.98 300.98 100.0% Excavation 30.75 M3 100% 10% 10.0% 10.0% Rebar Work 0.37 TON 100% 30% 30.0% 30.0% Form Work 9.41 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.41 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 22.48 M3 100% 15% 15.0% 15.0% C2100530 010403 01 EQPT STR FOUNDATION -N21 83 8,019.58 100.0% 8019.58 8,019.58 0.17% 0.17% 100.00% 0.17% From : A31-141 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A31-142 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A31-143 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A31-144 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A31-145 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 18 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A31-146 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A32-141 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A32-142 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A32-143 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A32-144 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A32-145 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A32-146 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A33-141 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% From : A33-142 100% 100.0% 572.83 572.83 100.0% Excavation 16.44 M3 100% 10% 10.0% 10.0% Rebar Work 0.33 TON 100% 30% 30.0% 30.0% Form Work 6.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.54 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.49 M3 100% 15% 15.0% 15.0% C2100540 010403 01 CABLE TRENCH/DUCT BANK -N21 37 6,414.36 91.3% 6414.36 5,853.10 0.13% 0.12% 80.00% 0.11% Block-A 100% 91.3% 1,603.59 1,463.28 80.0% Excavation 21.90 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 3.48 M3 100% 25% 25.0% 25.0% Backfilling & Compaction 14.24 M 95% 25% 23.8% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 15% 7.5% 7.5% Block-B 100% 91.3% 1,603.59 1,463.28 80.0% Excavation 21.90 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 3.48 M3 100% 25% 25.0% 25.0% Backfilling & Compaction 14.24 M 95% 25% 23.8% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 15% 7.5% 7.5% Block-C 100% 91.3% 1,603.59 1,463.28 80.0% Excavation 21.90 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 3.48 M3 100% 25% 25.0% 25.0% Backfilling & Compaction 14.24 M 95% 25% 23.8% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 15% 7.5% 7.5% Block-D 100% 91.3% 1,603.59 1,463.28 80.0% Excavation 21.90 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 3.48 M3 100% 25% 25.0% 25.0% Backfilling & Compaction 14.24 M 95% 25% 23.8% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 15% 7.5% 7.5% C2100560 010403 01 CONCRETE PAVING -N21 75 2909.47 23.5% 2909.47 683.72 0.06% 0.01% 10.00% 0.01% Block-A 100% 23.5% 969.82 227.91 10.0% Excavation 69.49 M3 100% 10% 10.0% 10.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 19 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Rebar Work 1.00 TON 30% 45% 13.5% Form Work 13.03 M2 10% Pouring Concrete 52.12 M3 15% Strip & Finishing 13.03 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-B 100% 23.5% 969.82 227.91 10.0% Excavation 62.89 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 30% 45% 13.5% Form Work 11.79 M2 10% Pouring Concrete 47.17 M3 15% Strip & Finishing 11.79 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-C 100% 23.5% 969.82 227.91 10.0% Excavation 88.84 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 30% 45% 13.5% Form Work 16.66 M2 10% Pouring Concrete 66.63 M3 15% Strip & Finishing 16.66 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% C2101010 010403 01 N21S1 STR ERECTION -N21 54 4006.53 1.8% 4006.53 72.12 0.08% 0.00% 1.50% 0.00% From : 142-146 Grid A31-A32 @Elev. 104,100 100% 6.0% 400.65 24.04 5.0% Receive and Shake-out 4.00 TON 60% 10% 6.0% 5.0% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 142-146 Grid A31-A32 @Elev. 107,100 100% 6.0% 400.65 24.04 5.0% Receive and Shake-out 4.00 TON 60% 10% 6.0% 5.0% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 142-146 Grid A31-A32 @Elev. 110,100 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 142-146 Grid A31-A32 @Elev. 113,500 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 141-142 Grid A31-A33 @Elev. 107,100 100% 6.0% 400.65 24.04 5.0% Receive and Shake-out 4.00 TON 60% 10% 6.0% 5.0% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 141-142 Grid A31-A33 @Elev. 110,300 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 141-142 Grid A31-A33 @Elev. 113,800 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 141-142 Grid A31-A33 @Elev. 117,300 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 141-142 Grid A31-A33 @Elev. 120,300 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% From : 141-142 Grid A31-A33 @Elev. 123,300 100% 400.65 Receive and Shake-out 4.00 TON 10% Erection 4.00 TON 50% Plumb, Bolt and Torque 4.00 TON 25% Clear Punch list 1.00 NOS 10% C2101040 010403 01 N21R1 PIPE RACK ERECTION -N21 37 3809.14 10.0% 3809.14 380.91 0.08% 0.01% 10.00% 0.01% From: 101-103 Grid A1-A2 100% 10.0% 634.86 63.49 10.0% Receive and Shake-out 30.00 TON 100% 10% 10.0% 10.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From: 103-107 Grid A1-A2 100% 10.0% 634.86 63.49 10.0% Receive and Shake-out 30.00 TON 100% 10% 10.0% 10.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From: 107-110 Grid A1-A2 100% 10.0% 634.86 63.49 10.0% Receive and Shake-out 30.00 TON 100% 10% 10.0% 10.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From: 110-113 Grid A1-A2 100% 10.0% 634.86 63.49 10.0% Receive and Shake-out 30.00 TON 100% 10% 10.0% 10.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From: 113-115 Grid A1-A2 100% 10.0% 634.86 63.49 10.0% Receive and Shake-out 30.00 TON 100% 10% 10.0% 10.0% Erection 30.00 TON 50% BOQ % CMPL Improved % REPOR Page 20 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From: 115-500 (Finishing Bldg) Grid A1-A2-Road Crossing 100% 10.0% 634.86 63.49 10.0% Receive and Shake-out 30.00 TON 100% 10% 10.0% 10.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% C2200510 010403 01 EQPT STR FOUNDATION -N22 40 6,019.58 100.0% 6019.58 6,019.58 0.13% 0.13% 100.00% 0.13% From : 131-A21 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A22 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A23 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A24 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A25 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A26 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A27 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A28 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A29 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 131-A30 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A21 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A22 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 21 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A23 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A24 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A25 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A26 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A27 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A28 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A29 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 132-A30 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A21 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A22 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A23 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A24 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% BOQ % CMPL Improved % REPOR Page 22 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity Progress Value 4,815,410 Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A25 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A26 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A27 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A28 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A29 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 133-A30 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A21 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A22 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A23 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A24 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A25 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A26 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% BOQ % CMPL Improved % REPOR Page 23 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity From : 134-A27 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A28 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A29 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% From : 134-A30 100% 100.0% 150.49 150.49 100.0% Excavation 16.66 M3 100% 10% 10.0% 10.0% Rebar Work 0.19 TON 100% 30% 30.0% 30.0% Form Work 8.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 8.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 12.98 M3 100% 15% 15.0% 15.0% C2200520 010403 01 CABLE TRENCH/DUCT BANK -N22 57 2,708.81 71.9% 2708.81 1,946.96 0.06% 0.04% 68.75% 0.04% Block-A 100% 93.5% 677.20 633.18 90.0% Excavation 113.93 M3 100% 10% 10.0% 10.0% Conduit Pipe 1.00 M 100% 45% 45.0% 45.0% Installation of Precast Concrete/Concrete Pouring 29.63 M3 100% 30% 30.0% 30.0% Backfilling & Compaction 108.23 M3 85% 10% 8.5% 5.0% Hand over to laying cable works 1.00 NOS 5% Block-B 100% 84.0% 677.20 568.85 75.0% Excavation 94.36 M3 100% 10% 10.0% 10.0% Conduit Pipe 1.00 M 100% 45% 45.0% 45.0% Installation of Precast Concrete/Concrete Pouring 28.62 M3 80% 30% 24.0% 15.0% Backfilling & Compaction 89.64 M3 50% 10% 5.0% 5.0% Hand over to laying cable works 1.00 NOS 5% Block-C 100% 55.0% 677.20 372.46 55.0% Excavation 64.37 M3 100% 10% 10.0% 10.0% Conduit Pipe 1.00 M 100% 45% 45.0% 45.0% Installation of Precast Concrete/Concrete Pouring 16.33 M3 30% Backfilling & Compaction 61.15 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-D 100% 55.0% 677.20 372.46 55.0% Excavation 40.54 M3 100% 10% 10.0% 10.0% Conduit Pipe 1.00 M 100% 45% 45.0% 45.0% Installation of Precast Concrete/Concrete Pouring 21.67 M3 30% Backfilling & Compaction 38.51 M3 10% Hand over to laying cable works 1.00 NOS 5% C2200540 010403 01 CONCRETE PAVING -N22 30 1605.22 52.4% 1605.22 841.40 0.03% 0.02% 40.83% 0.01% Block-A 100% 44.5% 535.07 238.11 32.5% Excavation 86.13 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 50% 45% 22.5% 22.5% Form Work 15.51 M2 40% 10% 4.0% Pouring Concrete 62.04 M3 40% 15% 6.0% Strip & Finishing 15.51 M2 20% 10% 2.0% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-B 100% 59.0% 535.07 315.69 45.0% Excavation 86.13 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 65% 45% 29.3% 22.5% Form Work 15.51 M2 65% 10% 6.5% 5.0% Pouring Concrete 62.04 M3 65% 15% 9.8% 7.5% Strip & Finishing 15.51 M2 35% 10% 3.5% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-C 100% 53.8% 535.07 287.60 45.0% Excavation 86.13 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 60% 45% 27.0% 22.5% Form Work 15.51 M2 55% 10% 5.5% 5.0% Pouring Concrete 62.04 M3 55% 15% 8.3% 7.5% Strip & Finishing 15.51 M2 30% 10% 3.0% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Progress Value 4,815,410 C2201010 010403 01 N22S1 STR ERECTION -N22 70 6006.53 0.8% 6006.53 45.05 0.12% 0.00% From : A21-A25 Grid 131-132 @Elev. 106,000 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 131-132 @Elev. 106,000 100% 6.0% 375.41 22.52 Receive and Shake-out 5.00 TON 60% 10% 6.0% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A2-A25 Grid 133-134 @Elev. 106,000 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 133-134 @Elev. 106,000 100% 6.0% 375.41 22.52 Receive and Shake-out 5.00 TON 60% 10% 6.0% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% BOQ % CMPL Improved % REPOR Page 24 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity From : A2-A25 Grid 131-132 @Elev. 109,250 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 131-132 @Elev. 109,250 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A2-A25 Grid 133-134 @Elev. 109,250 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 133-134 @Elev. 109,250 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A2-A25 Grid 131-132 @Elev. 112,500 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 131-132 @Elev. 112,500 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A2-A25 Grid 133-134 @Elev. 112,500 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 133-134 @Elev. 112,500 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A2-A25 Grid 131-132 @Elev. 116,100 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 131-132 @Elev. 116,100 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A2-A25 Grid 133-134 @Elev. 116,100 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% From : A25-A30 Grid 133-134 @Elev. 116,100 100% 375.41 Receive and Shake-out 5.00 TON 10% Erection 5.00 TON 50% Plumb, Bolt and Torque 5.00 TON 25% Clear Punch list 1.00 NOS 10% C2300510 010403 01 EQPT FOUNDATION -N23 59 4,414.36 52.5% 4414.36 2,317.54 0.09% 0.05% 52.50% 0.05% PC0603 Construct Fdn. NP-2005 Sump Pump 100% 1,103.59 Excavation 15.00 M3 10% Rebar Work 0.50 TON 30% Form Work 12.00 M2 10% Pouring Concrete 8.00 M3 15% Strip & Finishing 10.00 M2 10% Backfiling& Compaction 12.00 M3 15% PC0601 Construct Fdn. NV-2005 Mineral Oil Blow Drum 100% 70.0% 1,103.59 772.51 70.0% Excavation 5.62 M3 10% Rebar Work 0.08 TON 100% 30% 30.0% 30.0% Form Work 6.05 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.58 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.05 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.06 M3 15% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR PC0607 PC01AD42 Construct Fdn. NV-2006 Unloading Seal Drum 100% 70.0% 1,103.59 772.51 70.0% Excavation 6.50 M3 10% Rebar Work 0.18 TON 100% 30% 30.0% 30.0% Form Work 10.36 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.04 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.36 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.23 M3 15% Construct Fdn. NV-2007 Alkyl Disposal Tank 100% 70.0% 1,103.59 772.51 70.0% Excavation 6.69 M3 10% Rebar Work 0.21 TON 100% 30% 30.0% 30.0% Form Work 10.86 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.86 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 5.26 M3 15% Page 25 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for Project each Level6 CMPL % Weight Value Level7 activity C2300520 010403 01 ISOCONTAINER STRUCTURE / FIRE WALL -N23 43 5919.26 9.0% 5919.26 532.73 0.12% 0.01% Block -A 100% 9.0% 986.54 88.79 Excavation 104.00 M3 10% Rebar Work 1.00 TON 30% 30% 9.0% Form Work 200.00 M2 10% Pouring Concrete 150.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 78.60 M3 15% Block -B 100% 9.0% 986.54 88.79 Excavation 104.00 M3 10% Rebar Work 1.00 TON 30% 30% 9.0% Form Work 200.00 M2 10% Pouring Concrete 150.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 78.60 M3 15% Block -C 100% 9.0% 986.54 88.79 Excavation 104.00 M3 10% Rebar Work 1.00 TON 30% 30% 9.0% Form Work 200.00 M2 10% Pouring Concrete 150.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 78.60 M3 15% Block -D 100% 9.0% 986.54 88.79 Excavation 104.00 M3 10% Rebar Work 1.00 TON 30% 30% 9.0% Form Work 200.00 M2 10% Pouring Concrete 150.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 78.60 M3 15% Block -E 100% 9.0% 986.54 88.79 Excavation 104.00 M3 10% Rebar Work 1.00 TON 30% 30% 9.0% Form Work 200.00 M2 10% Pouring Concrete 150.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 78.60 M3 15% Block -F 100% 9.0% 986.54 88.79 Excavation 104.00 M3 10% Rebar Work 1.00 TON 30% 30% 9.0% Form Work 200.00 M2 10% Pouring Concrete 150.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 78.60 M3 15% AREA TOTAL 1.66% 1.56% Progress Value 4,815,410 BOQ % CMPL Improved % REPOR Page 26 of 26

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value BOQ CATALYST MANUFACTURING(Area-2) CIVIL WORK 1,185 53,780.00 53,780.00 % To Total Mhrs C3100510 010404 01 EQPT FOUNDATION -N31 27 3,032.71 100% 79.6% 3,032.71 2,414.96 0.06% 0.05% 77.9% 0.05% PC01AD1 Construct Fdn. NV-1402 Conds Fls Drum 100% 92.0% 131.86 121.31 87.5% Excavation 5.49 M3 100% 10% 10.0% 10.0% Rebar Work 0.21 TON 100% 30% 30.0% 30.0% Form Work 9.49 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.23 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.49 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.92 M3 80% 15% 12.0% 7.5% PC01AD2 Construct Fdn. NV-1401 Connection Tank 100% 92.0% 131.86 121.31 87.5% Excavation 10.06 M3 100% 10% 10.0% 10.0% Rebar Work 0.21 TON 100% 30% 30.0% 30.0% Form Work 11.16 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.04 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.16 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.58 M3 80% 15% 12.0% 7.5% PC01AD3 Construct Fdn. NV-3030 Inhibitor Addition Pot 100% 77.5% 131.86 102.19 77.5% Excavation 3.26 M3 100% 10% 10.0% 10.0% Rebar Work 0.07 TON 100% 30% 30.0% 30.0% Form Work 5.25 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.08 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.25 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.31 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC01AD4 Construct Fdn. NV-3030 Mineral Oil Drum 100% 77.5% 131.86 102.19 77.5% Excavation 5.62 M3 100% 10% 10.0% 10.0% Rebar Work 0.08 TON 100% 30% 30.0% 30.0% Form Work 6.05 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.58 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.05 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.06 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC0641 Construct Fdn. NF-3005A Catalyst Screener 100% 77.5% 131.86 102.19 77.5% Excavation 2.10 M3 100% 10% 10.0% 10.0% Rebar Work 0.09 TON 100% 30% 30.0% 30.0% Form Work 5.99 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.72 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.99 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.92 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC0643 Construct Fdn. NF-3005B Catalyst Screener 100% 80.0% 131.86 105.49 80.0% Excavation 2.10 M3 100% 10% 10.0% 10.0% Rebar Work 0.09 TON 100% 30% 30.0% 30.0% Form Work 5.99 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.72 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.99 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.92 M3 15% PC0645 Construct Fdn. NF-3055A Catalyst Screener 100% 80.0% 131.86 105.49 80.0% Excavation 2.10 M3 100% 10% 10.0% 10.0% Rebar Work 0.09 TON 100% 30% 30.0% 30.0% Form Work 5.99 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.72 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.99 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.92 M3 15% PC0647 Construct Fdn. NF-3055B Catalyst Screener 100% 80.0% 131.86 105.49 80.0% Excavation 2.10 M3 100% 10% 10.0% 10.0% Rebar Work 0.09 TON 100% 30% 30.0% 30.0% Form Work 5.99 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.72 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.99 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.92 M3 15% PC0615 Construct Fdn. NP-3001A TEAL Charge Pump 100% 80.0% 131.86 105.49 80.0% Excavation 1.90 M3 100% 10% 10.0% 10.0% Rebar Work 0.07 TON 100% 30% 30.0% 30.0% Form Work 6.55 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.55 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.18 M3 15% PC0617 Construct Fdn. NP-3001S TEAL Charge Pump 100% 77.5% 131.86 102.19 77.5% Excavation 1.90 M3 100% 10% 10.0% 10.0% Rebar Work 0.07 TON 100% 30% 30.0% 30.0% Form Work 6.55 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.55 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.18 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC0625 Construct Fdn. NP-3002 Mineral Oil Pump 100% 24.5% 131.86 32.30 20.0% Excavation 1.90 M3 95% 10% 9.5% 5.0% Rebar Work 0.07 TON 50% 30% 15.0% 15.0% Form Work 6.55 M2 10% Pouring Concrete 1.39 M3 15% Strip & Finishing 6.55 M2 10% Backfiling& Compaction 1.18 M3 15% PC0635 Construct Fdn. NP-3003A Tempered Water Pump 100% 94.8% 131.86 124.93 87.5% Excavation 6.13 M3 100% 10% 10.0% 10.0% Rebar Work 0.15 TON 100% 30% 30.0% 30.0% Form Work 11.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.41 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.89 M3 85% 15% 12.8% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 40% 5% 2.0% 4,815,410 CMPL Improved Page 1 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ PC0637 Construct Fdn. NP-3003S Tempered Water Pump 100% 94.8% 131.86 124.93 87.5% Excavation 6.13 M3 100% 10% 10.0% 10.0% Rebar Work 0.15 TON 100% 30% 30.0% 30.0% Form Work 11.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.41 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.89 M3 85% 15% 12.8% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 40% 5% 2.0% PC0619 Construct Fdn. NP-3051 TEAL Charge Pump 100% 77.5% 131.86 102.19 77.5% Excavation 6.63 M3 100% 10% 10.0% 10.0% Rebar Work 0.07 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.94 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.01 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC0639 Construct Fdn. NP-3053 Tempered Water Pump 100% 94.0% 131.86 123.95 87.5% Excavation 6.63 M3 100% 10% 10.0% 10.0% Rebar Work 0.31 TON 100% 30% 30.0% 30.0% Form Work 12.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.94 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 3.01 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 40% 5% 2.0% PC0627 Construct Fdn. NW-3003 Shipping Container Scale 100% 100.0% 131.86 131.86 100.0% Excavation 4.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.20 TON 100% 30% 30.0% 30.0% Form Work 10.20 M2 100% 10% 10.0% 10.0% Pouring Concrete 2.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.20 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.00 M3 100% 15% 15.0% 15.0% PC0629 Construct Fdn. NW-3053 Shipping Container Scale 100% 100.0% 131.86 131.86 100.0% Excavation 4.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.20 TON 100% 30% 30.0% 30.0% Form Work 10.20 M2 100% 10% 10.0% 10.0% Pouring Concrete 2.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.20 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.00 M3 100% 15% 15.0% 15.0% PC01AD7 Construct Fdn. NP-1401A Condensate Transfer Pump 100% 80.0% 131.86 105.49 80.0% Excavation 6.25 M3 100% 10% 10.0% 10.0% Rebar Work 0.15 TON 100% 30% 30.0% 30.0% Form Work 11.65 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.52 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.65 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.93 M3 15% PC01AD8 Construct Fdn. NP-1401S Condensate Transfer Pump 100% 80.0% 131.86 105.49 80.0% Excavation 6.25 M3 100% 10% 10.0% 10.0% Rebar Work 0.15 TON 100% 30% 30.0% 30.0% Form Work 11.65 M2 100% 10% 10.0% 10.0% Pouring Concrete 4.52 M3 100% 15% 15.0% 15.0% Strip & Finishing 11.65 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 2.93 M3 15% PC01AD9 Construct Fdn. NP-1402A - Desuperheater Water 100% 77.5% 131.86 102.19 77.5% Excavation 1.32 M3 100% 10% 10.0% 10.0% Rebar Work 0.05 TON 100% 30% 30.0% 30.0% Form Work 3.73 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 3.73 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.86 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC01AD10 Construct Fdn. NP-1402S - Desuperheater Water 100% 77.5% 131.86 102.19 77.5% Excavation 1.32 M3 100% 10% 10.0% 10.0% Rebar Work 0.05 TON 100% 30% 30.0% 30.0% Form Work 3.73 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 3.73 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 0.86 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% PC01AD40 Construct Fdn. NE-1402 - Condensate Cooler 100% 92.0% 131.86 121.31 87.5% Excavation 6.94 M3 100% 10% 10.0% 10.0% Rebar Work 0.13 TON 100% 30% 30.0% 30.0% Form Work 9.64 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 9.64 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 5.60 M3 80% 15% 12.0% 7.5% PC01AD41 Construct Fdn. NV-3035 - Alkyl Disposal Drum 100% 25.0% 131.86 32.96 25.0% Excavation 7.39 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 50% 30% 15.0% 15.0% Form Work 12.24 M2 10% Pouring Concrete 2.11 M3 15% Strip & Finishing 12.24 M2 10% Backfiling& Compaction 5.66 M3 15% C3100520 010404 01 T-SUPPORT FOUNDATION -N31 43 2223.98 100% 79.0% 2223.98 1756.95 0.05% 0.04% 77.5% 0.04% Excavation 529.60 M3 100% 10% 10.0% 10.0% Rebar Work 3.11 TON 100% 30% 30.0% 30.0% Form Work 121.45 M2 100% 10% 10.0% 10.0% Pouring Concrete 36.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 121.45 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 489.52 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% C3100530 010404 01 N31S1 EQPT STR FOUNDATION -N31 30 3,032.71 100% 100.0% 3,032.71 3,032.71 0.06% 0.06% 100.0% 0.06% FDN for Silica struc.-from B31-222 61 100% 100.0% 505.45 505.45 100.0% Excavation 89.60 M3 100% 10% 10.0% 10.0% CMPL Improved Page 2 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value BOQ Rebar Work 3.21 TON 100% 30% 30.0% 30.0% Form Work 17.11 M2 100% 10% 10.0% 10.0% Pouring Concrete 18.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.11 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 70.10 M3 100% 15% 15.0% 15.0% FDN for Silica struc.-from B31-223 61 100% 100.0% 505.45 505.45 100.0% Excavation 89.60 M3 100% 10% 10.0% 10.0% Rebar Work 3.21 TON 100% 30% 30.0% 30.0% Form Work 17.11 M2 100% 10% 10.0% 10.0% Pouring Concrete 18.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.11 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 70.10 M3 100% 15% 15.0% 15.0% FDN for Silica struc.-from B31-224 61 100% 100.0% 505.45 505.45 100.0% Excavation 89.60 M3 100% 10% 10.0% 10.0% Rebar Work 3.21 TON 100% 30% 30.0% 30.0% Form Work 17.11 M2 100% 10% 10.0% 10.0% Pouring Concrete 18.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.11 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 70.10 M3 100% 15% 15.0% 15.0% FDN for Silica struc.-from B32-222 61 100% 100.0% 505.45 505.45 100.0% Excavation 89.60 M3 100% 10% 10.0% 10.0% Rebar Work 3.21 TON 100% 30% 30.0% 30.0% Form Work 17.11 M2 100% 10% 10.0% 10.0% Pouring Concrete 18.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.11 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 70.10 M3 100% 15% 15.0% 15.0% FDN for Silica struc.-from B32-223 61 100% 100.0% 505.45 505.45 100.0% Excavation 89.60 M3 100% 10% 10.0% 10.0% Rebar Work 3.21 TON 100% 30% 30.0% 30.0% Form Work 17.11 M2 100% 10% 10.0% 10.0% Pouring Concrete 18.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.11 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 70.10 M3 100% 15% 15.0% 15.0% FDN for Silica struc.-from B32-224 61 100% 100.0% 505.45 505.45 100.0% Excavation 89.60 M3 100% 10% 10.0% 10.0% Rebar Work 3.21 TON 100% 30% 30.0% 30.0% Form Work 17.11 M2 100% 10% 10.0% 10.0% Pouring Concrete 18.39 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.11 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 70.10 M3 100% 15% 15.0% 15.0% C3100540 010404 01 CABLE TRENCH/DUCT BANK -N31 71 1364.72 100% 17.8% 1,364.72 243.09 0.03% 0.01% 9.4% 0.00% Block-A 100% 9.5% 341.18 32.41 5.0% Excavation 100.00 M3 95% 10% 9.5% 5.0% Conduit Pipe 3.48 M 45% Concrete 12.81 M3 30% Backfilling 0.40 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-B 100% 9.5% 341.18 32.41 5.0% Excavation 100.00 M3 95% 10% 9.5% 5.0% Conduit Pipe 3.48 M 45% Concrete 12.81 M3 30% Backfilling 0.40 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-C 100% 9.5% 341.18 32.41 5.0% Excavation 100.00 M3 95% 10% 9.5% 5.0% Conduit Pipe 3.48 M 45% Concrete 12.81 M3 30% Backfilling 0.40 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-D 100% 42.8% 341.18 145.85 22.5% Excavation 100.00 M3 10% Conduit Pipe 3.48 M 95% 45% 42.8% 22.5% Concrete 12.81 M3 30% Backfilling 0.40 M3 10% Hand over to laying cable works 1.00 NOS 5% C3200510 010404 01 N32H1 EQPT & SHELTER FOUNDATION -N32 67 2,325.08 98.6% 2,325.08 2,292.52 0.05% 0.05% 96.9% 0.05% PC0727 PC0731 PC0729 PC0296 4,815,410 Construct Fdn. NK-2001A Nitrogen Compressor 32 100% 99.5% 581.27 578.36 97.5% Excavation 106.13 M3 100% 10% 10.0% 10.0% Rebar Work 1.44 TON 100% 30% 30.0% 30.0% Form Work 64.37 M2 100% 10% 10.0% 10.0% Pouring Concrete 86.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 64.37 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 29.04 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% Construct Fdn. NK-2001B Nitrogen Compressor 33 100% 99.5% 581.27 578.36 97.5% Excavation 106.13 M3 100% 10% 10.0% 10.0% Rebar Work 1.44 TON 100% 30% 30.0% 30.0% Form Work 64.37 M2 100% 10% 10.0% 10.0% Pouring Concrete 86.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 64.37 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 29.04 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% Construct Fdn. NK-2001S Nitrogen Compressor 33 100% 99.5% 581.27 578.36 97.5% Excavation 106.13 M3 100% 10% 10.0% 10.0% Rebar Work 1.44 TON 100% 30% 30.0% 30.0% Form Work 64.37 M2 100% 10% 10.0% 10.0% Pouring Concrete 86.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 64.37 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 29.04 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% Construct fdn. NF-2001A / 2001S 45 100% 79.5% 116.25 92.42 75.0% Excavation 1.26 M3 95% 10% 9.5% 5.0% Rebar Work 0.04 TON 100% 30% 30.0% 30.0% Form Work 3.30 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.38 M3 100% 15% 15.0% 15.0% Strip & Finishing 3.30 M2 100% 10% 10.0% 10.0% CMPL Improved Page 3 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value BOQ Backfiling& Compaction 1.00 M3 15% Construct Shelter FDN-N32 72 100% 100.0% 465.02 465.02 100.0% Excavation 426.31 M3 100% 10% 10.0% 10.0% Rebar Work 3.88 TON 100% 30% 30.0% 30.0% Form Work 120.44 M2 100% 10% 10.0% 10.0% Pouring Concrete 32.59 M3 100% 15% 15.0% 15.0% Strip & Finishing 120.44 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 478.38 M3 100% 15% 15.0% 15.0% C3200520 010404 01 N31PS1 T-SUPPORT FOUNDATION -N32 43 1516.35 100% 80.0% 1516.35 1213.08 0.03% 0.03% 80.0% 0.03% Excavation 1.27 M3 100% 10% 10.0% 10.0% Rebar Work 0.03 TON 100% 30% 30.0% 30.0% Form Work 3.29 M2 100% 10% 10.0% 10.0% Pouring Concrete 0.37 M3 100% 15% 15.0% 15.0% Strip & Finishing 3.29 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 15% C3200530 010404 01 N31S2 EQPT STR FOUNDATION -N31 53 3,639.25 100% 99.5% 3,639.25 3,639.25 3,621.62 0.08% 0.08% 97.6% 0.07% FDN for Catalyst: From : 212-B0 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B1 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B2 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B3 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B4 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B5 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B6 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B7 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 212-B8 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B0 100% 100.0% 113.73 113.73 100.0% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% 4,815,410 CMPL Improved Page 4 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ FDN for Catalyst: From : 204-B1 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B2 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B3 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B4 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B5 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B6 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B7 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 204-B8 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 203-B5 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 203-B6 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 203-B7 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 203-B8 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 202-B1 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% CMPL Improved Page 5 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value BOQ Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 202-B2 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 202-B3 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 202-B4 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 202-B5 100% 99.5% 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 201-B3A 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 201-B4 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 201-B5 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 201-B6 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 201-B7 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% FDN for Catalyst: From : 201-B8 100% 99.5% 113.73 113.16 97.5% Excavation 66.08 M3 100% 10% 10.0% 10.0% Rebar Work 0.67 TON 100% 30% 30.0% 30.0% Form Work 12.81 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.81 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 58.69 M3 100% 15% 15.0% 15.0% Hand over to Mech,Piping Work to Others 1.00 NOS 90% 5% 4.5% 2.5% C3200540 010404 01 CABLE TRENCH/DUCT BANK -N32 59 1516.35 9.5% 1516.35 144.05 0.031% 0.00% 5.0% 0.00% Block-A 100% 9.5% 379.09 36.01 5.0% Excavation 151.34 M3 95% 10% 9.5% 5.0% Conduit Pipe 1.00 M 45% Concrete 11.86 M3 30% Backfilling 113.51 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-B 100% 9.5% 379.09 36.01 5.0% Excavation 151.34 M3 95% 10% 9.5% 5.0% Conduit Pipe 1.00 M 45% Concrete 11.86 M3 30% Backfilling 113.51 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-C 100% 9.5% 379.09 36.01 5.0% 4,815,410 CMPL Improved Page 6 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ Excavation 59.07 M3 95% 10% 9.5% 5.0% Conduit Pipe 1.00 M 45% Concrete 18.38 M3 30% Backfilling 44.30 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-D 100% 9.5% 379.09 36.01 5.0% Excavation 36.00 M3 95% 10% 9.5% 5.0% Conduit Pipe 1.00 M 45% Concrete 10.99 M3 30% Backfilling 27.00 M3 10% Hand over to laying cable works 1.00 NOS 5% C3202020 010404 01 FOUNDATION (SILICA STG BLD) -N31 59 2982.16 100% 80.6% 2982.16 2402.30 0.06% 0.05% 76.4% 0.05% From: B61 Grid 251 100% 74.5% 165.68 123.43 70.0% Excavation 28.41 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 6.85 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.85 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 26.56 M3 15% From: B61 Grid 252 100% 74.5% 165.68 123.43 70.0% Excavation 28.41 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 6.85 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.85 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 26.56 M3 15% From: B61 Grid 253 100% 68.5% 165.68 113.49 57.5% Excavation 50.18 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 10.39 M2 90% 10% 9.0% 5.0% Pouring Concrete 2.25 M3 90% 15% 13.5% 7.5% Strip & Finishing 10.39 M2 60% 10% 6.0% 5.0% Backfiling& Compaction 47.74 M3 15% From: B61 Grid 254 100% 68.5% 165.68 113.49 57.5% Excavation 50.18 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 10.39 M2 90% 10% 9.0% 5.0% Pouring Concrete 2.25 M3 90% 15% 13.5% 7.5% Strip & Finishing 10.39 M2 60% 10% 6.0% 5.0% Backfiling& Compaction 47.74 M3 15% From: B61 Grid 255 100% 74.0% 165.68 122.60 70.0% Excavation 28.41 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 6.85 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.85 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 26.56 M3 15% From: B61 Grid 256 100% 74.0% 165.68 122.60 70.0% Excavation 28.41 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 6.85 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.85 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 26.56 M3 15% From: B62 Grid 251 100% 77.0% 165.68 127.57 72.5% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.07 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B62 Grid 252 100% 100.0% 165.68 165.68 100.0% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 6.07 M3 100% 15% 15.0% 15.0% From: B62 Grid 253 100% 100.0% 165.68 165.68 100.0% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 6.07 M3 100% 15% 15.0% 15.0% From: B62 Grid 254 100% 100.0% 165.68 165.68 100.0% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 6.07 M3 100% 15% 15.0% 15.0% From: B62 Grid 255 100% 100.0% 165.68 165.68 100.0% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 6.07 M3 100% 15% 15.0% 15.0% CMPL Improved Page 7 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value BOQ From: B62 Grid 256 100% 77.0% 165.68 127.57 72.5% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.07 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B63 Grid 251 100% 77.0% 165.68 127.57 72.5% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.07 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B63 Grid 252 100% 77.0% 165.68 127.57 72.5% Excavation 8.62 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.69 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.89 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.69 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.47 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B63 Grid 253 100% 77.0% 165.68 127.57 72.5% Excavation 8.62 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.69 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.89 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.69 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.47 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B63 Grid 254 100% 77.0% 165.68 127.57 72.5% Excavation 8.62 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.69 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.89 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.69 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.47 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B63 Grid 255 100% 77.0% 165.68 127.57 72.5% Excavation 8.62 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.69 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.89 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.69 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.47 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: B63 Grid 256 100% 77.0% 165.68 127.57 72.5% Excavation 7.97 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 5.01 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 5.01 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 6.07 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% REACTION SYSTEM(Area-3) CIVIL WORK 1,849 193,140.00 193,140.00 C4000510 010405 01 EQPT FOUNDATION -N40 69 6,910.41 100% 100.0% 6,910.41 6,910.41 0.14% 0.14% 100.0% 0.14% Excavation 280.03 M3 100% 10% 10.0% 10.0% Rebar Work 10.09 TON 100% 30% 30.0% 30.0% Form Work 75.09 M2 100% 10% 10.0% 10.0% Pouring Concrete 155.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 75.09 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 124.62 M3 100% 15% 15.0% 15.0% C4000530 010405 01 C/G COMP FOUNDATION (NK-4001)-N40 96 10,541.30 100% 100.0% 10,541.30 10,541.30 0.22% 0.22% 100.0% 0.22% Excavation 329.60 M3 100% 10% 10.0% 10.0% Rebar Work 25.10 TON 100% 30% 30.0% 30.0% Form Work 293.13 M2 100% 10% 10.0% 10.0% Pouring Concrete 194.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 293.13 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 110.96 M3 100% 15% 15.0% 15.0% C4000540 010405 01 PIPE RACK FOUNDATION -N40 60 7,027.53 100.0% 7,027.53 7,027.53 0.15% 0.15% 100.0% 0.15% From : A1-111 702.75 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A1-112 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A1-113 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% 4,815,410 CMPL Improved Page 8 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ From : A1-114 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A1-115 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A2-111 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A2-112 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A2-113 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A2-114 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% From : A2-115 100% 100.0% 702.75 702.75 100.0% Excavation 50.00 M3 100% 10% 10.0% 10.0% Rebar Work 0.45 TON 100% 30% 30.0% 30.0% Form Work 13.47 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.12 M3 100% 15% 15.0% 15.0% Strip & Finishing 13.47 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 46.35 M3 100% 15% 15.0% 15.0% C4000550 010405 01 REACTOR STR FOUNDATION -N40 60 7,027.53 100% 100.0% 7,027.53 7,027.53 0.15% 0.15% 100.0% 0.15% Excavation 774.44 M3 100% 10% 10.0% 10.0% Rebar Work 13.99 TON 100% 30% 30.0% 30.0% Form Work 229.18 M2 100% 10% 10.0% 10.0% Pouring Concrete 184.51 M3 100% 15% 15.0% 15.0% Strip & Finishing 229.18 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 559.21 M3 100% 15% 15.0% 15.0% C4000560 010405 01 C/G COOLER STR FOUNDATION -N40 32 4,333.64 62.0% 4,333.64 2,686.86 0.09% 0.06% 55.0% 0.05% PC0739 Construct C G Cooler struc. fdn.-(n40s2) 100% 24.0% 2,166.82 520.04 10.0% Excavation 544.35 M3 100% 10% 10.0% 10.0% Rebar Work 11.01 TON 35% 30% 10.5% Form Work 197.32 M2 10% 10% 1.0% Pouring Concrete 165.84 M3 10% 15% 1.5% Strip & Finishing 197.32 M2 10% 10% 1.0% Backfiling& Compaction 344.16 M3 15% PC0739A Construct C G Comp. struc. fdn.- (N40H1) 100% 100.0% 2,166.82 2,166.82 100.0% Excavation 584.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.95 TON 100% 30% 30.0% 30.0% Form Work 135.63 M2 100% 10% 10.0% 10.0% Pouring Concrete 62.44 M3 100% 15% 15.0% 15.0% Strip & Finishing 135.63 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 517.00 M3 100% 15% 15.0% 15.0% C4000570 010405 01 CABLE TRENCH IN N40S1 -N40 25 3,396.64 71.3% 3,396.64 2,422.23 0.07% 0.05% 56.9% 0.04% Block-A 100% 80.5% 849.16 683.57 60.0% Excavation 5.99 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 0.92 M3 95% 25% 23.8% 12.5% Backfill & Compaction 5.37 M 75% 25% 18.8% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 20% 15% 3.0% Block-B 100% 79.3% 849.16 672.96 60.0% Excavation 217.03 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 31.36 M3 90% 25% 22.5% 12.5% Backfill & Compaction 178.34 M 75% 25% 18.8% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 20% 15% 3.0% Block-C 100% 75.5% 849.16 641.12 60.0% Excavation 161.18 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 22.09 M3 80% 25% 20.0% 12.5% Backfill & Compaction 135.63 M 70% 25% 17.5% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 20% 15% 3.0% Block-D 100% 50.0% 849.16 424.58 47.5% Excavation 20.47 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 2.10 M3 60% 25% 15.0% 12.5% Backfill & Compaction 18.38 M 25% CMPL Improved Page 9 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ Hand over to Mech,Piping Work to Others 1.00 NOS 15% C4000580 010405 01 CABLE TRENCH AT C/G COOLER -N40 12 1,639.76 100% 35.0% 1,639.76 573.92 0.03% 0.01% 35.0% 0.01% Block-A 100% 35.0% 409.94 143.48 35.0% Excavation 26.96 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 0.14 M3 25% Backfill & Compaction 25.59 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 35.0% 409.94 143.48 35.0% Excavation 8.99 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 0.45 M3 25% Backfill & Compaction 8.53 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 35.0% 409.94 143.48 35.0% Excavation 53.91 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 3.60 M3 25% Backfill & Compaction 50.47 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D 100% 35.0% 409.94 143.48 35.0% Excavation 17.97 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 1.20 M3 25% Backfill & Compaction 16.82 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C4000590 010405 01 PIPE TRENCH -N40 19 1991.13 100% 28.0% 1991.13 557.52 0.04% 0.01% 17.5% 0.01% Block-A 100% 28.0% 663.71 185.84 17.5% Excavation 70.00 M3 80% 35% 28.0% 17.5% Installation of Precast Concrete/Pouring of Concrete 25.00 M3 25% Backfill & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-B 100% 28.0% 663.71 185.84 17.5% Excavation 70.00 M3 80% 35% 28.0% 17.5% Installation of Precast Concrete/Pouring of Concrete 25.00 M3 25% Backfill & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-C 100% 28.0% 663.71 185.84 17.5% Excavation 70.00 M3 80% 35% 28.0% 17.5% Installation of Precast Concrete/Pouring of Concrete 25.00 M3 25% Backfill & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% C4000610 010405 01 LOCAL FOUNDATION -N40 51 2901.54 100% 47.9% 2901.54 1388.39 0.06% 0.03% 44.0% 0.03% PC01AD11 Construct NEL-4001 Elev. Fnd. 17 322.39 100% 64.3% 580.31 372.85 57.5% Excavation 80.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.50 TON 100% 30% 30.0% 30.0% Form Work 15.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 5.00 M3 75% 15% 11.3% 7.5% Strip & Finishing 15.00 M2 30% 10% 3.0% Backfiling& Compaction 18.75 M3 15% PC01AD12 Construct Analyzer Bldg. 1 Fnd. 28 531.00 100% 580.31 Excavation 121.21 M3 10% Rebar Work 1.00 TON 30% Form Work 125.00 M2 10% Pouring Concrete 90.00 M3 15% Strip & Finishing 125.00 M2 10% Backfiling& Compaction 100.00 M3 15% PC01AD13 Construct Catalyst Hose Sta. Fnd. 17 322.39 100% 580.31 Excavation 65.00 M3 10% Rebar Work 4.00 TON 30% Form Work 15.00 M2 10% Pouring Concrete 16.00 M3 15% Strip & Finishing 15.00 M2 10% Backfiling& Compaction 55.00 M3 15% PC01AD14 Construct Lube Oil Console Fnd.(N40/N50) 15 284.46 100% 98.0% 580.31 568.70 90.0% Excavation 75.11 M3 100% 10% 10.0% 10.0% Rebar Work 1.01 TON 100% 30% 30.0% 30.0% Form Work 64.28 M2 100% 10% 10.0% 10.0% Pouring Concrete 74.69 M3 100% 15% 15.0% 15.0% Strip & Finishing 64.28 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.84 M3 95% 15% 14.3% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 75% 5% 3.8% 2.5% PC01AD30 Construct N40 Local Fdn. 76 1441.29 100% 77.0% 580.31 446.84 72.5% Excavation 14.09 M3 100% 10% 10.0% 10.0% Rebar Work 0.29 TON 100% 30% 30.0% 30.0% Form Work 17.20 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.24 M3 100% 15% 15.0% 15.0% Strip & Finishing 17.20 M2 95% 10% 9.5% 5.0% Backfiling& Compaction 7.29 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% C4000620 010405 01 CONCRETE PAVING IN N40S1 -N40 27 4567.90 100% 34.0% 4567.90 1553.08 0.09% 0.03% 21.7% 0.02% Block-A (From C31-C34 to 330-332) 100% 55.0% 1522.63 837.45 45.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 60% 45% 27.0% 22.5% Form Work 92.40 M2 60% 10% 6.0% 5.0% Pouring Concrete 92.40 M3 60% 15% 9.0% 7.5% Strip & Finishing 92.40 M2 30% 10% 3.0% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-B (From: C31-C34 to 332-332A) 100% 23.5% 1522.63 357.82 10.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 30% 45% 13.5% Form Work 109.15 M2 10% Pouring Concrete 109.15 M3 15% Strip & Finishing 109.15 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-C (From: C31-C34 to 332A-334) 100% 23.5% 1522.63 357.82 10.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 30% 45% 13.5% Form Work 56.40 M2 10% Pouring Concrete 56.40 M3 15% Strip & Finishing 56.40 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% C4000630 010405 01 CONCRETE PAVING AT C/G COOLER -N40 21 1288.38 100% 23.5% 1288.38 302.77 0.03% 0.01% 10.0% 0.00% Block-A 100% 23.5% 429.46 100.92 10.0% CMPL Improved Page 10 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value BOQ Excavation 80.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.50 TON 30% 45% 13.5% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Clear Punch List NOS 5% Completed NOS 5% Block-B 100% 23.5% 429.46 100.92 10.0% Excavation 80.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.50 TON 30% 45% 13.5% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Clear Punch List NOS 5% Completed NOS 5% Block-C 100% 23.5% 429.46 100.92 10.0% Excavation 80.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.50 TON 30% 45% 13.5% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Clear Punch List NOS 5% Completed NOS 5% C4000640 010405 01 ASPHALT PAVING (1ST LAYER) -N40 59 1991.13 100% 9.5% 1991.13 189.16 0.04% 0.00% 5.0% 0.00% Block-A 100% 9.5% 663.71 63.05 5.0% Excavation 95.00 M3 95% 10% 9.5% 5.0% Base coarse M3 55% Primer Coat M2 10% 1 st Asphalt M3 15% Clear Punch List NOS 5% Completed NOS 5% Block-B 100% 9.5% 663.71 63.05 5.0% Excavation 95.00 M3 95% 10% 9.5% 5.0% Base coarse M3 55% Primer Coat M2 10% 1 st Asphalt M3 15% Clear Punch List NOS 5% Completed NOS 5% Block-C 100% 9.5% 663.71 63.05 5.0% Excavation 95.00 M3 95% 10% 9.5% 5.0% Base coarse M3 55% Primer Coat M2 10% 1 st Asphalt M3 15% Clear Punch List NOS 5% Completed NOS 5% C4001010 010405 01 N40S1 STR ERECTION -N40 44 6162.39 100% 5.3% 6162.39 323.53 0.13% 0.01% 5.0% 0.01% Install level & align struc @ El. 106.200 100% 8.0% 513.53 41.08 5.0% Receive and Shake-out 25.00 TON 80% 10% 8.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install level & align struc @ El. 109.200 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 112.800 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 115.550 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 118.650 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 125.300 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 127.500 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 130.450 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 133.350 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 136.600 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 140.100 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% 4,815,410 CMPL Improved Page 11 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ Install, level & align stl. struct @ El. 143.950 100% 5.0% 513.53 25.68 5.0% Receive and Shake-out 25.00 TON 50% 10% 5.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% C4001080 010405 01 N21R1 PIPE RACK ERECTION -N40 37 1522.63 6.0% 1522.63 91.36 0.03% 0.00% 5.0% 0.00% From: 110-113 Grid A1-A2 100% 6.0% 761.32 45.68 5.0% Receive and Shake-out 30.00 TON 60% 10% 6.0% 5.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From: 113-115 Grid A1-A2 100% 6.0% 761.32 45.68 5.0% Receive and Shake-out 30.00 TON 60% 10% 6.0% 5.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% C5000510 010405 01 EQPT FOUNDATION -N50 57 6,910.41 100.0% 6,910.41 6,910.41 0.14% 0.14% 100.0% 0.14% PC1002 Construct R2 Eqpt Fdns 100% Excavation 280.03 M3 100% 10% 10.0% 10.0% Rebar Work 10.19 TON 100% 30% 30.0% 30.0% Form Work 75.09 M2 100% 10% 10.0% 10.0% Pouring Concrete 155.31 M3 100% 15% 15.0% 15.0% Strip & Finishing 75.09 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 124.62 M3 100% 15% 15.0% 15.0% C5000530 010405 01 C/G COMP FOUNDATION (NK-5001) - N50 84 10,424.17 100% 100.0% 10,424.17 10,424.17 0.22% 0.22% 100.0% 0.22% Excavation 329.60 M3 100% 10% 10.0% 10.0% Rebar Work 25.10 TON 100% 30% 30.0% 30.0% Form Work 293.13 M2 100% 10% 10.0% 10.0% Pouring Concrete 194.98 M3 100% 15% 15.0% 15.0% Strip & Finishing 293.13 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 110.96 M3 100% 15% 15.0% 15.0% C5000540 010405 01 REACTOR STR FOUNDATION -N50 48 6,910.41 100% 100.0% 6,910.41 6,910.41 0.14% 0.14% 100.0% 0.14% Excavation 774.44 M3 100% 10% 10.0% 10.0% Rebar Work 13.99 TON 100% 30% 30.0% 30.0% Form Work 229.18 M2 100% 10% 10.0% 10.0% Pouring Concrete 184.51 M3 100% 15% 15.0% 15.0% Strip & Finishing 229.18 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 559.21 M3 100% 15% 15.0% 15.0% C5000550 010405 01 C/G COOLER STR FOUNDATION -N50 32 4,333.64 100% 59.5% 4,333.64 2,578.52 0.09% 0.05% 55.0% 0.05% PC1057 Construct C G Cooler struc. fdn.-(n50s2) 32 1,272.58 100% 19.0% 2,166.82 411.70 10.0% Excavation 677.10 M3 100% 10% 10.0% 10.0% Rebar Work 9.39 TON 30% 30% 9.0% Form Work 226.70 M2 10% Pouring Concrete 208.40 M3 15% Strip & Finishing 226.70 M2 10% Backfiling& Compaction 473.73 M3 15% PC1057B Construct C G Comp. struc. fdn.- (N50H1) 89 3,061.07 100% 100.0% 2,166.82 2,166.82 100.0% Excavation 643.82 M3 100% 10% 10.0% 10.0% Rebar Work 7.61 TON 100% 30% 30.0% 30.0% Form Work 159.72 M2 100% 10% 10.0% 10.0% Pouring Concrete 71.44 M3 100% 15% 15.0% 15.0% Strip & Finishing 159.72 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 566.50 M3 100% 15% 15.0% 15.0% C5000560 010405 01 CABLE TRENCH IN N50S1 -N50 25 1991.13 100% 58.8% 1,991.13 1169.79 0.04% 0.02% 50.6% 0.02% Block-A 100% 43.8% 497.78 217.78 35.0% Excavation 127.53 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 27.00 M3 35% 25% 8.8% Backfill & Compaction 95.65 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 68.8% 497.78 342.23 60.0% Excavation 127.53 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 27.00 M3 85% 25% 21.3% 12.5% Backfill & Compaction 95.65 M 50% 25% 12.5% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 75.0% 497.78 373.34 60.0% Excavation 119.28 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 25.00 M3 90% 25% 22.5% 12.5% Backfill & Compaction 89.46 M 70% 25% 17.5% 12.5% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D 100% 47.5% 497.78 236.45 47.5% Excavation 45.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 10.00 M3 50% 25% 12.5% 12.5% Backfill & Compaction 33.75 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C5000570 010405 01 CABLE TRENCH AT C/G COOLER -N50 12 1639.76 100% 37.5% 1,639.76 614.91 0.03% 0.01% 35.0% 0.01% Block-A 100% 37.5% 409.94 153.73 35.0% Excavation 45.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 8.00 M3 10% 25% 2.5% Backfill & Compaction 33.75 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 37.5% 409.94 153.73 35.0% Excavation 29.75 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 5.20 M3 10% 25% 2.5% Backfill & Compaction 22.31 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 37.5% 409.94 153.73 35.0% Excavation 29.75 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 5.20 M3 10% 25% 2.5% Backfill & Compaction 22.31 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D 100% 37.5% 409.94 153.73 35.0% Excavation 29.75 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Pouring of Concrete 5.20 M3 10% 25% 2.5% Backfill & Compaction 22.31 M 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C5000580 010405 01 PIPE TRENCH -N50 19 1991.13 100% 28.0% 1991.13 557.52 0.04% 0.01% 17.5% 0.01% Block-A 100% 28.0% 663.71 185.84 17.5% CMPL Improved Page 12 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ Excavation 70.00 M3 80% 35% 28.0% 17.5% Installation of Precast Concrete/Pouring of Concrete 15.00 M3 25% Backfill & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-B 100% 28.0% 663.71 185.84 17.5% Excavation 70.00 M3 80% 35% 28.0% 17.5% Installation of Precast Concrete/Pouring of Concrete 15.00 M3 25% Backfill & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-C 100% 28.0% 663.71 185.84 17.5% Excavation 70.00 M3 80% 35% 28.0% 17.5% Installation of Precast Concrete/Pouring of Concrete 15.00 M3 25% Backfill & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% C5000600 010405 01 LOCAL FOUNDATION -N50 51 2901.54 100% 36.3% 2901.54 1052.23 0.06% 0.02% 34.4% 0.02% PC01AD15 Construct NEL-5001 R2 Elevator 15 506.08 100% 63.3% 506.08 320.10 52.5% Excavation 80.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.50 TON 100% 30% 30.0% 30.0% Form Work 15.00 M2 80% 10% 8.0% 5.0% Pouring Concrete 5.00 M3 75% 15% 11.3% 7.5% Strip & Finishing 15.00 M2 40% 10% 4.0% Backfiling& Compaction 18.75 M3 15% PC01AD16 Construct Catalyst Hose St. Fdn. 15 506.08 100% 506.08 Excavation 121.21 M3 10% Rebar Work 1.00 TON 30% Form Work 50.00 M2 10% Pouring Concrete 18.00 M3 15% Strip & Finishing 50.00 M2 10% Backfiling& Compaction 100.00 M3 15% PC01AD17 Construct Analyzer Bldg. 2 Fdn. 28 944.69 100% 944.69 Excavation 121.21 M3 10% Rebar Work 1.00 TON 30% Form Work 50.00 M2 10% Pouring Concrete 60.00 M3 15% Strip & Finishing 50.00 M2 10% Backfiling& Compaction 90.00 M3 15% PC01AD32 Construct N50 Local Fdn. 28 944.69 100% 77.5% 944.69 732.13 77.5% Excavation 8.46 M3 100% 10% 10.0% 10.0% Rebar Work 0.17 TON 100% 30% 30.0% 30.0% Form Work 10.33 M2 100% 10% 10.0% 10.0% Pouring Concrete 3.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.33 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.38 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% C5000610 010405 01 CONCRETE PAVING IN N50S1 -N50 27 3396.64 100% 35.5% 3396.64 1205.81 0.07% 0.03% 21.7% 0.02% Block-A 100% 60% 1132.21 673.67 45.0% Excavation 211.75 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 65% 45% 29.3% 22.5% Form Work 26.47 M2 65% 10% 6.5% 5.0% Pouring Concrete 105.88 M3 65% 15% 9.8% 7.5% Strip & Finishing 26.47 M2 40% 10% 4.0% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-B 100% 24% 1132.21 266.07 10.0% Excavation 211.75 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 30% 45% 13.5% Form Work 26.47 M2 10% Pouring Concrete 105.88 M3 15% Strip & Finishing 26.47 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% Block-C 100% 24% 1132.21 266.07 10.0% Excavation 168.48 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 30% 45% 13.5% Form Work 21.06 M2 10% Pouring Concrete 84.24 M3 15% Strip & Finishing 21.06 M2 10% Clear Punch List 1.00 NOS 5% Completed 1.00 NOS 5% C5000620 010405 01 CONCRETE PAVING AT C/G COOLER -N50 21 1171.26 100% 24.4% 1171.26 285.20 0.02% 0.01% 5.0% 0.00% Block-A 100% 24% 390.42 95.07 5.0% Excavation 80.00 M3 95% 10% 9.5% 5.0% Rebar Work 1.50 TON 33% 45% 14.9% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Clear Punch List NOS 5% Completed NOS 5% Block-B 100% 24% 390.42 95.07 5.0% Excavation 80.00 M3 95% 10% 9.5% 5.0% Rebar Work 1.50 TON 33% 45% 14.9% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Clear Punch List NOS 5% Completed NOS 5% Block-C 100% 24% 390.42 95.07 5.0% Excavation 80.00 M3 95% 10% 9.5% 5.0% Rebar Work 1.50 TON 33% 45% 14.9% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Clear Punch List NOS 5% Completed NOS 5% C5000630 010405 01 ASPHALT PAVING (1ST LAYER) -N50 59 1171.26 100% 9.5% 1171.26 111.27 0.02% 0.00% 5.0% 0.00% Block-A 100% 9.5% 390.42 37.09 5.0% Excavation 95.00 M3 95% 10% 9.5% 5.0% Base coarse M3 55% Primer Coat M2 10% 1 st Asphalt M3 15% Clear Punch List NOS 5% Completed NOS 5% Block-B 100% 9.5% 390.42 37.09 5.0% Excavation 95.00 M3 95% 10% 9.5% 5.0% CMPL Improved Page 13 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Level7 Progress Value 4,815,410 BOQ Base coarse M3 55% Primer Coat M2 10% 1 st Asphalt M3 15% Clear Punch List NOS 5% Completed NOS 5% Block-C 100% 9.5% 390.42 37.09 5.0% Excavation 95.00 M3 95% 10% 9.5% 5.0% Base coarse M3 55% Primer Coat M2 10% 1 st Asphalt M3 15% Clear Punch List NOS 5% Completed NOS 5% C5001010 010405 01 N50S1 STR ERECTION -N50 44 6513.77 100% 0.5% 6513.77 32.57 0.14% 0.00% 0.42% 0.00% Install level & align struc @ El. 106.200 100% 6% 542.81 32.57 5.0% Receive and Shake-out 25.00 TON 60% 10% 6.0% 5.0% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install level & align struc @ El. 109.200 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 112.800 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 115.550 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 118.650 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 125.300 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 127.500 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 130.450 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 133.350 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 136.600 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 140.100 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% Install, level & align stl. struct @ El. 143.950 100% 542.81 Receive and Shake-out 25.00 TON 10% Erection 25.00 TON 50% Plumb, Bolt and Torque 25.00 TON 25% Clear Punch list 1.00 NOS 10% AREA TOTALS 1.88% 1.80% CMPL Improved Page 14 of 14

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 VENT RECOVERY SYSTEM(Area-4) % To Total Mhrs CIVIL WORK 947 65110.00 65,110.00 C4600510 010406 01 EQPT FOUNDATION -N46 29 5372.71 32.0% 5,372.71 1,719.27 0.11% 0.04% 25.0% 0.03% Construct FDN of NV-4061 Low Pressure Cooler 100% 32.0% 1,343.18 429.82 25.0% Excavation 175.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 70% 30% 21.0% 15.0% Form Work 150.00 M2 10% 10% 1.0% Pouring Concrete 107.50 M3 15% Strip & Finishing 100.00 M2 10% Backfiling& Compaction 120.00 M3 15% Construct FDN of NV-4065 Refrigerant Condenser 100% 32.0% 1,343.18 429.82 25.0% Excavation 175.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 70% 30% 21.0% 15.0% Form Work 150.00 M2 10% 10% 1.0% Pouring Concrete 107.50 M3 15% Strip & Finishing 100.00 M2 10% Backfiling& Compaction 120.00 M3 15% Construct FDN of NV-5061 Low Pressure Cooler 100% 32.0% 1,343.18 429.82 25.0% Excavation 175.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 70% 30% 21.0% 15.0% Form Work 150.00 M2 10% 10% 1.0% Pouring Concrete 107.50 M3 15% Strip & Finishing 100.00 M2 10% Backfiling& Compaction 120.00 M3 15% Construct FDN of NV-5065 Refrigerant Condenser 100% 32.0% 1,343.18 429.82 25.0% Excavation 175.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 70% 30% 21.0% 15.0% Form Work 150.00 M2 10% 10% 1.0% Pouring Concrete 107.50 M3 15% Strip & Finishing 100.00 M2 10% Backfiling& Compaction 120.00 M3 15% C4600520 010406 01 V/R COMP FOUNDATION -N46 44 5372.71 37.1% 5,372.71 1,993.28 0.11% 0.04% 25.0% 0.03% Construct FDN of NK-4061 Vent Recovery Compressor 100% 37.1% 2,686.36 996.64 25.0% Excavation 125.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.80 TON 75% 30% 22.5% 15.0% Form Work 43.20 M2 46% 10% 4.6% Pouring Concrete 55.00 M3 15% Strip & Finishing 43.20 M2 10% Backfiling& Compaction 125.00 M3 15% Construct FDN of NK-5061 Vent Recovery Compressor 100% 37.1% 2,686.36 996.64 25.0% Excavation 125.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.80 TON 75% 30% 22.5% 15.0% Form Work 43.20 M2 46% 10% 4.6% Pouring Concrete 55.00 M3 15% Strip & Finishing 43.20 M2 10% Backfiling& Compaction 125.00 M3 15% C4600530 010406 01 PIPE RACK FOUNDATION -N46 72 5372.71 94.9% 5,372.71 5,097.36 0.11% 0.11% 90.0% 0.10% From: 442-D11 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D12 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D13 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D14 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D15 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D16 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D17 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% BOQ CMPL Improved Page 1 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 442-D18 100% 93.0% 223.86 208.19 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 70% 15% 10.5% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 442-D19 100% 93.0% 223.86 208.19 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 70% 15% 10.5% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 442-D20 100% 93.0% 223.86 208.19 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 70% 15% 10.5% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 443-D11 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D12 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D13 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D14 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D15 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D16 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D17 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 443-D18 100% 93.0% 223.86 208.19 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 70% 15% 10.5% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 443-D19 100% 93.0% 223.86 208.19 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 70% 15% 10.5% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% CMPL Improved Page 2 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From: 443-D20 100% 93.0% 223.86 208.19 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 70% 15% 10.5% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 401-D11 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 401-D12 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 402-D11 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From: 402-D12 100% 95.5% 223.86 213.79 90.0% Excavation 20.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.84 TON 100% 30% 30.0% 30.0% Form Work 16.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.90 M3 100% 15% 15.0% 15.0% Strip & Finishing 16.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.42 M3 80% 15% 12.0% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% C4600540 010406 01 EQPT STR FOUNDATION -N46 57 5463.78 96.0% 5,463.78 5,242.85 0.11% 0.11% 94.8% 0.11% From : 422-D31 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 422-D32 100% 84.5% 237.56 200.73 80.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 30% 15% 4.5% From : 422-D33 100% 84.5% 237.56 200.73 80.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 30% 15% 4.5% From : 422-D34 100% 84.5% 237.56 200.73 80.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 30% 15% 4.5% From : 422-D41 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 422-D42 100% 84.5% 237.56 200.73 80.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 30% 15% 4.5% From : 422-D43 100% 84.5% 237.56 200.73 80.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 30% 15% 4.5% From : 422-D44 100% 84.5% 237.56 200.73 80.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% CMPL Improved Page 3 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Backfiling& Compaction 100.00 M3 30% 15% 4.5% From : 423-D31 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D32 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D33 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D34 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D41 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D42 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D43 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 423-D44 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D32 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D33 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D34 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D41 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D42 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% CMPL Improved Page 4 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D43 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% From : 424-D44 100% 100.0% 237.56 237.56 100.0% Excavation 100.00 M3 100% 10% 10.0% 10.0% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work 50.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 12.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 50.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 100.00 M3 100% 15% 15.0% 15.0% C4600550 010406 01 V/R COMP SHED FOUNDATION -N46 48 5463.78 88.8% 5463.78 4853.65 0.11% 0.10% 84.9% 0.10% From: 431-D51 100% 94.4% 455.31 429.82 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 76% 15% 11.4% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 60% 5% 3.0% 2.5% From: 431-D52 100% 94.4% 455.31 429.82 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 76% 15% 11.4% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 60% 5% 3.0% 2.5% From: 431-D53 100% 94.4% 455.31 429.82 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 76% 15% 11.4% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 60% 5% 3.0% 2.5% From: 431-D54 100% 94.4% 455.31 429.82 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 76% 15% 11.4% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 60% 5% 3.0% 2.5% From: 431-D55 100% 87.5% 455.31 398.40 87.5% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 50% 15% 7.5% 7.5% From: 431-D56 100% 76.3% 455.31 347.41 72.5% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 73% 10% 7.3% 5.0% Backfiling& Compaction 190.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: 432-D51 100% 93.8% 455.31 426.86 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 75% 15% 11.3% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 432-D52 100% 93.8% 455.31 426.86 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 75% 15% 11.3% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 432-D53 100% 93.8% 455.31 426.86 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 75% 15% 11.3% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 432-D54 100% 93.8% 455.31 426.86 90.0% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 190.00 M3 75% 15% 11.3% 7.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 432-D55 100% 74.8% 455.31 340.58 72.5% CMPL Improved Page 5 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 73% 10% 7.3% 5.0% Backfiling& Compaction 190.00 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: 432-D56 100% 74.8% 455.31 340.58 72.5% Excavation 270.00 M3 100% 10% 10.0% 10.0% Rebar Work 11.00 TON 100% 30% 30.0% 30.0% Form Work 110.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 90.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 110.00 M2 73% 10% 7.3% 5.0% Backfiling& Compaction 190.00 M3 15% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% C4600560 010406 01 CABLE TRENCH (INSIDE) -N46 70 2731.89 35.0% 2,731.89 956.16 0.06% 0.02% 35.0% 0.02% Block-A 100% 35.0% 682.97 239.04 35.0% Excavation 20.00 M3 100% 35% 35.0% 35.0% Precast Concrete 10.00 M3 25% Installation of Concrete 15.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 35.0% 682.97 239.04 35.0% Excavation 20.00 M3 100% 35% 35.0% 35.0% Precast Concrete 10.00 M3 25% Installation of Concrete 10.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 35.0% 682.97 239.04 35.0% Excavation 20.00 M3 100% 35% 35.0% 35.0% Precast Concrete 10.00 M3 25% Installation of Concrete 10.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D 100% 35.0% 682.97 239.04 35.0% Excavation 20.00 M3 100% 35% 35.0% 35.0% Precast Concrete 10.00 M3 25% Installation of Concrete 10.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C4600570 010406 01 CABLE TRENCH (OUTSIDE) -N46 32 3642.52 43.5% 3,642.52 1,584.50 0.08% 0.03% 35.0% 0.03% Block-A 100% 43.3% 910.63 393.85 35.0% Excavation 125.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 30.00 M3 33% 25% 8.3% Backfilling & Compaction 75.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 43.8% 910.63 398.40 35.0% Excavation 125.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 30.00 M3 35% 25% 8.8% Backfilling & Compaction 75.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 43.8% 910.63 398.40 35.0% Excavation 125.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 30.00 M3 35% 25% 8.8% Backfilling & Compaction 75.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D 100% 43.3% 910.63 393.85 35.0% Excavation 125.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 30.00 M3 33% 25% 8.3% Backfilling & Compaction 75.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C4600580 010406 01 LOCAL FOUNDATION -N46 60 3104.60 9.5% 3104.60 294.94 0.06% 0.01% 5.0% 0.00% Block-A 100% 9.5% 776.15 73.73 5.0% Excavation 5.00 M3 95% 10% 9.5% 5.0% Rebar Work 2.00 TON 30% Form Work 12.00 M2 10% Pouring Concrete 15.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 4.00 M3 15% Block-B 100% 9.5% 776.15 73.73 5.0% Excavation 5.00 M3 95% 10% 9.5% 5.0% Rebar Work 2.00 TON 30% Form Work 12.00 M2 10% Pouring Concrete 14.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 4.00 M3 15% Block-C 100% 9.5% 776.15 73.73 5.0% Excavation 5.00 M3 95% 10% 9.5% 5.0% Rebar Work 2.00 TON 30% Form Work 12.00 M2 10% Pouring Concrete 14.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 4.00 M3 15% Block-D 100% 9.5% 776.15 73.73 5.0% Excavation 5.00 M3 95% 10% 9.5% 5.0% Rebar Work 2.00 TON 30% Form Work 12.00 M2 10% Pouring Concrete 14.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 4.00 M3 15% C4601070 010406 01 N46R1 PIPE RACK ERECTION -N46 34 1821.26 5.0% 1821.26 91.06 0.04% 0.00% 5.0% 0.00% From : D11-D13 Grid 411-412 100% 5.0% 455.31 22.77 5.0% Receive and Shake-out 17.50 TON 50% 10% 5.0% 5.0% Erection 17.50 TON 50% Plumb, Bolt and Torque 17.50 TON 25% Clear Punch list 1.00 NOS 10% From : D13-D15 Grid 411-412 100% 5.0% 455.31 22.77 5.0% Receive and Shake-out 17.50 TON 50% 10% 5.0% 5.0% Erection 17.50 TON 50% Plumb, Bolt and Torque 17.50 TON 25% Clear Punch list 1.00 NOS 10% From : D15-D18 Grid 411-412 100% 5.0% 455.31 22.77 5.0% Receive and Shake-out 17.50 TON 50% 10% 5.0% 5.0% Erection 17.50 TON 50% Plumb, Bolt and Torque 17.50 TON 25% Clear Punch list 1.00 NOS 10% BOQ CMPL Improved Page 6 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 From : D18-D20 Grid 411-412 100% 5.0% 455.31 22.77 5.0% Receive and Shake-out 17.50 TON 50% 10% 5.0% 5.0% Erection 17.50 TON 50% Plumb, Bolt and Torque 17.50 TON 25% Clear Punch list 1.00 NOS 10% FINISHING & COMPOUNDING(Area-5) CIVIL WORK 3,366 293600.00 293,600.00 C6000510 010407 01 BUILDING FOUNDATION -N60 90 16087.67 100.0% 16,087.67 16,087.67 0.33% 0.33% 100.0% 0.33% From : E6-501 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E6-502 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E6-503 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E6-504 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E6-505 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E7-501 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E7-502 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E7-503 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E7-504 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E7-505 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E8-501 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E8-502 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% BOQ CMPL Improved Page 7 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From : E8-503 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E8-504 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E8-505 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E9-501 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E9-502 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E9-503 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E9-504 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E9-505 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E10-501 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E10-502 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E10-503 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E10-504 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E10-505 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% CMPL Improved Page 8 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E11-501 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E11-502 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E11-503 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E11-504 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E11-505 100% 100.0% 536.26 536.26 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% C6000550 010407 01 CABLE TRENCH(INSIDE) -N60 54 2145.02 35.0% 2,145.02 750.76 0.04% 0.02% 35.0% 0.02% From : E6-E7 to 501-504 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% From : E7 TO E8 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% From : E8-E9 TO 501-504 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% From : E9 TO E11 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% C6000560 010407 01 CABLE TRENCH(OUTSIDE) -N60 87 5764.75 42.3% 5,764.75 2,435.61 0.12% 0.05% 35.0% 0.04% Block-A (From : E1-E2) 100% 43.0% 1,441.19 619.71 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 32% 25% 8.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B (From: E2-E3) 100% 42.0% 1,441.19 605.30 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 28% 25% 7.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C (From: E3-E4) 100% 42.0% 1,441.19 605.30 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 28% 25% 7.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D (From: E4-E5) 100% 42.0% 1,441.19 605.30 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 28% 25% 7.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C6000570 010407 01 PIPE TRENCH (INSIDE) -N60 41 2145.02 35.0% 2,145.02 750.76 0.04% 0.02% 35.0% 0.02% Block-A 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-B 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-C 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-D 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% C6001010 010407 01 N60S1 FINISH BLDG RC WORKS -N60 83 20065.75 65.5% 20,065.75 13,149.25 0.42% 0.27% 60.9% 0.25% Elev. 109,960 From : E6-501(Column) 100% 100.0% 127.00 127.00 100.0% CMPL Improved Page 9 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E6-502(Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E6-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E6-504 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E6-505 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E7-501 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E7-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E7-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E7-504 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E7-505 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 20% 20.0% 20.0% From : E8-501 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E8-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E8-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E8-504 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E8-505 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E9-501 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E9-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% CMPL Improved Page 10 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E9-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E9-504 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E9-505 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E10-501 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E10-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E10-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E10-504 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E10-505 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E11-501 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E11-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E11-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E11-504 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E11-505 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From:E6-Grid 501-502 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E6-Grid 502-503 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E6-Grid 503-504 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% CMPL Improved Page 11 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From:E6-Grid 504-505 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E7-Grid 501-502 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E7-Grid 502-503 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E7-Grid 503-504 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E7-Grid 504-505 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E8-Grid 501-502 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E8-Grid 502-503 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E8-Grid 503-504 (Beam) 100% 75.0% 127.00 95.25 75.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From:E8-Grid 504-505 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 12.00 TON 75% 40% 30.0% 20.0% Form Work 37.13 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From:E9-Grid 501-502 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E9-Grid 502-503 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E9-Grid 503-504 (Beam) 100% 75.0% 127.00 95.25 75.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From:E9-Grid 504-505 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 12.00 TON 75% 40% 30.0% 20.0% Form Work 37.13 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From:E10-Grid 501-502 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E10-Grid 502-503 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E10-Grid 503-504 (Beam) 100% 75.0% 127.00 95.25 75.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From:E10-Grid 504-505 (Beam) 100% 47.5% 127.00 60.34 47.5% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 50% 15% 7.5% 7.5% CMPL Improved Page 12 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From:E11-Grid 501-502 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E11-Grid 502-503 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From:E11-Grid 503-504 (Beam) 100% 75.0% 127.00 95.25 75.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From:E11-Grid 504-505 (Beam) 100% 50.1% 127.00 63.56 47.5% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 67% 15% 10.1% 7.5% Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From: 501-Grid E6-E7 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 6.20 TON 100% 40% 40.0% 40.0% Form Work 29.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 29.00 M2 100% 20% 20.0% 20.0% From: 501-Grid E7-E8 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 501-Grid E8-E9 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 501-Grid E9-E10 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 501-Grid E10-E11 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 3.10 TON 100% 40% 40.0% 40.0% Form Work 15.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 3.60 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From: 502-Grid E6-E7 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 6.20 TON 100% 40% 40.0% 40.0% Form Work 29.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 29.00 M2 100% 20% 20.0% 20.0% From: 502-Grid E7-E8 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 502-Grid E8-E9 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 502-Grid E9-E10 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 502-Grid E10-E11 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 3.10 TON 100% 40% 40.0% 40.0% Form Work 15.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 3.60 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From: 503-Grid E6-E7 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 6.20 TON 100% 40% 40.0% 40.0% Form Work 29.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 29.00 M2 100% 20% 20.0% 20.0% From: 503-Grid E7-E8 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% CMPL Improved Page 13 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From: 503-Grid E8-E9 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 503-Grid E9-E10 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 503-Grid E10-E11 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 3.10 TON 100% 40% 40.0% 40.0% Form Work 15.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 3.60 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From: 504-Grid E6-E7 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 4.80 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 100% 20% 20.0% 20.0% From: 504-Grid E7-E8 (Beam) 100% 77.5% 127.00 98.42 77.5% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.75 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 504-Grid E8-E9 (Beam) 100% 37.5% 127.00 47.62 27.5% Rebar Work 8.00 TON 75% 40% 30.0% 20.0% Form Work 33.75 M2 50% 15% 7.5% 7.5% Pouring Concrete 8.10 M3 15% Strip & Finishing 33.75 M2 20% From: 504-Grid E9-E10 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 8.00 TON 75% 40% 30.0% 20.0% Form Work 33.75 M2 15% Pouring Concrete 8.10 M3 15% Strip & Finishing 33.75 M2 20% From: 504-Grid E10-E11 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 3.10 TON 75% 40% 30.0% 20.0% Form Work 15.00 M2 15% Pouring Concrete 3.60 M3 15% Strip & Finishing 15.00 M2 20% From: 505-Grid E6-E7 (Beam) 100% 100.0% 127.00 127.00 100.0% Rebar Work 6.20 TON 100% 40% 40.0% 40.0% Form Work 29.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.75 M3 100% 15% 15.0% 15.0% Strip & Finishing 29.00 M2 100% 20% 20.0% 20.0% From: 505-Grid E7-E8 (Beam) 100% 77.5% 127.00 98.42 77.5% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.75 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From: 505-Grid E8-E9 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 8.00 TON 75% 40% 30.0% 20.0% Form Work 33.75 M2 15% Pouring Concrete 8.10 M3 15% Strip & Finishing 33.75 M2 20% From: 505-Grid E9-E10 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 8.00 TON 75% 40% 30.0% 20.0% Form Work 33.75 M2 15% Pouring Concrete 8.10 M3 15% Strip & Finishing 33.75 M2 20% From: 505-Grid E10-E11 (Beam) 100% 30.0% 127.00 38.10 20.0% Rebar Work 3.10 TON 75% 40% 30.0% 20.0% Form Work 15.00 M2 15% Pouring Concrete 3.60 M3 15% Strip & Finishing 15.00 M2 20% From : Elev. 109.960 up to 116,490 From : E6-501(Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E6-502(Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E6-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E6-504 (Column) 100% 47.5% 127.00 60.32 CMPL Improved Page 14 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E6-505 (Column) 100% 47.5% 127.00 60.32 Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E7-501 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E7-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E7-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E7-504 (Column) 100% 47.5% 127.00 60.32 47.5% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E7-505 (Column) 100% 47.5% 127.00 60.32 47.5% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E8-501 (Column) 100% 55.0% 127.00 69.85 55.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E8-502 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E8-503 (Column) 100% 100.0% 127.00 127.00 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E8-504 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E8-505 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E9-501 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E9-502 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E9-503 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E9-504 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E9-505 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% CMPL Improved Page 15 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Strip & Finishing 7.65 M2 20% From : E10-501 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E10-502 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E10-503 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E10-504 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E10-505 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E11-501 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E11-502 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E11-503 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E11-504 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E11-505 (Column) 100% 40.0% 127.00 50.80 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From:E6-Grid 501-502 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E6-Grid 502-503 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E6-Grid 503-504 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 5.00 M3 15% Strip & Finishing 8.00 M2 20% From:E6-Grid 504-505 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 9.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 9.00 M2 20% From:E7-Grid 501-502 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E7-Grid 502-503 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% CMPL Improved Page 16 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From:E7-Grid 503-504 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 5.00 M3 15% Strip & Finishing 8.00 M2 20% From:E7-Grid 504-505 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 9.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 9.00 M2 20% From:E8-Grid 501-502 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E8-Grid 502-503 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E8-Grid 503-504 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 5.00 M3 15% Strip & Finishing 8.00 M2 20% From:E8-Grid 504-505 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 9.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 9.00 M2 20% From:E9-Grid 501-502 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E9-Grid 502-503 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E9-Grid 503-504 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 5.00 M3 15% Strip & Finishing 8.00 M2 20% From:E9-Grid 504-505 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 9.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 9.00 M2 20% From:E10-Grid 501-502 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E10-Grid 502-503 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E10-Grid 503-504 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 5.00 M3 15% Strip & Finishing 8.00 M2 20% From:E10-Grid 504-505 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 9.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 9.00 M2 20% From:E11-Grid 501-502 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E11-Grid 502-503 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 10.00 M2 20% From:E11-Grid 503-504 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% CMPL Improved Page 17 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Pouring Concrete 5.00 M3 15% Strip & Finishing 8.00 M2 20% From:E11-Grid 504-505 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 9.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 9.00 M2 20% From: 501-Grid E6-E7 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 501-Grid E7-E8 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 501-Grid E8-E9 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 501-Grid E9-E10 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 501-Grid E10-E11 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 2.88 M3 15% Strip & Finishing 8.00 M2 20% From: 502-Grid E6-E7 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 502-Grid E7-E8 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 502-Grid E8-E9 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 502-Grid E9-E10 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 502-Grid E10-E11 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 2.88 M3 15% Strip & Finishing 8.00 M2 20% From: 503-Grid E6-E7 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 503-Grid E7-E8 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 503-Grid E8-E9 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 503-Grid E9-E10 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 503-Grid E10-E11 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 8.00 M2 15% Pouring Concrete 2.88 M3 15% Strip & Finishing 8.00 M2 20% CMPL Improved Page 18 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From: 504-Grid E6-E7 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 504-Grid E7-E8 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 504-Grid E8-E9 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 504-Grid E9-E10 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 504-Grid E10-E11 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 505-Grid E6-E7 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 505-Grid E7-E8 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 505-Grid E8-E9 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 505-Grid E9-E10 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% From: 505-Grid E10-E11 (Beam) 100% 31.2% 127.00 39.62 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 10.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 10.00 M2 20% C6001020 010407 01 N60S1 FINISH BLDG ST ERECTION -N60 172 15032.88 4.6% 15032.88 685.73 0.31% 0.01% 2.3% 0.01% From: EL. 109,810 : E6-E11 TO 501-505 100% 7.3% 1156.38 84.42 5.0% Receive and Shake-out 100.00 TON 73% 10% 7.3% 5.0% Erection 100.00 TON 50% Plumb, Bolt and Torque 100.00 TON 25% Clear Punch list 1.00 NOS 10% From: EL. 116,490 : E6-E11 TO 501-505 100% 6.9% 1156.38 79.79 5.0% Receive and Shake-out 100.00 TON 69% 10% 6.9% 5.0% Erection 100.00 TON 50% Plumb, Bolt and Torque 100.00 TON 25% Clear Punch list 1.00 NOS 10% From : Ground to Elev. 109,810 : 500-501 to F6-F11 100% 6.0% 1156.38 69.38 5.0% Receive and Shake-out 100.00 TON 60% 10% 6.0% 5.0% Erection 100.00 TON 50% Plumb, Bolt and Torque 100.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 123,090 : 501-505 TO E6-E11 100% 6.5% 1156.38 75.16 5.0% Receive and Shake-out 108.00 TON 65% 10% 6.5% 5.0% Erection 108.00 TON 50% Plumb, Bolt and Torque 108.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 129,590 : 501-505 TO E6-E11 100% 5.1% 1156.38 58.98 5.0% Receive and Shake-out 70.00 TON 51% 10% 5.1% 5.0% Erection 70.00 TON 50% Plumb, Bolt and Torque 70.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 134,590 : 501-505 TO E6-E11 100% 4.2% 1156.38 48.57 Receive and Shake-out 50.00 TON 42% 10% 4.2% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 138,440 : 501-505 TO E6-E11 100% 5.2% 1156.38 60.13 5.0% Receive and Shake-out 50.00 TON 52% 10% 5.2% 5.0% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 144,250 : 501-505 TO E6-E11 100% 3.1% 1156.38 35.85 CMPL Improved Page 19 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Receive and Shake-out 50.00 TON 31% 10% 3.1% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 151,200 : 501-505 TO E6-E11 100% 3.0% 1156.38 34.69 Receive and Shake-out 50.00 TON 30% 10% 3.0% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 162,050 : 501-505 TO E6-E11 100% 3.0% 1156.38 34.69 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 170,650 : 501-505 TO E6-E11 100% 3.0% 1156.38 34.69 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 179,400 : 501-505 TO E6-E11 100% 3.0% 1156.38 34.69 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 185,150 : 501-505 TO E6-E11 100% 3.0% 1156.38 34.69 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% Progress Value 4815410.01 C6001040 010407 01 N60S1 FINISH BLDG FLOOR CONCRETE 2F EL109.810 -N60 32 2145.02 100% 9% 2145.02 190.91 0.04% 0.00% 5.0% 0.00% Receive and Shake-out 90.00 TON 89% 10% 8.9% 5.0% Installation of support beam 90.00 TON 50% Installation of deck slab 550.00 M2 25% Pouring Concrete 1800.00 M3 10% Completed 1.00 NOS 5% C6001050 010407 01 N60S1 FINISH BLDG FLOOR CONCRETE 3F EL116.490 -N60 35 2145.02 100% 5% 2145.02 107.25 0.04% 0.00% 5.0% 0.00% Receive and Shake-out 90.00 TON 50% 10% 5.0% 5.0% Installation of support beam 90.00 TON 50% Installation of deck slab 90.00 M2 25% Pouring Concrete 1800.00 M3 10% Completed 1.00 NOS 5% C7000510 010407 01 BUILDING FOUNDATION -N70 90 12065.75 100.0% 12,065.75 12,065.75 0.25% 0.25% 100.0% 0.25% From : E1-501 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E1-502 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E1-503 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E1-504 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E1-505 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E2-501 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E2-502 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E2-503 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% BOQ CMPL Improved Page 20 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E2-504 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E2-505 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E3-501 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E3-502 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E3-503 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E3-504 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E3-505 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E4-501 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E4-502 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E4-503 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E4-504 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E4-505 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E5-501 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% CMPL Improved Page 21 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E5-502 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E5-503 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E5-504 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% From : E5-505 100% 100.0% 482.63 482.63 100.0% Excavation 79.55 M3 100% 10% 10.0% 10.0% Rebar Work 5.68 TON 100% 30% 30.0% 30.0% Form Work 10.23 M2 100% 10% 10.0% 10.0% Pouring Concrete 13.64 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.23 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 10.23 M3 100% 15% 15.0% 15.0% C7000550 010407 01 CABLE TRENCH (INSIDE) -N70 54 2145.02 35.0% 2,145.02 750.76 0.04% 0.02% 35.0% 0.02% Block-A 100% 35% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 20.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-B 100% 35% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 20.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-C 100% 35% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 20.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-D 100% 35% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 20.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% C7000560 010407 01 CABLE TRENCH (OUTSIDE) -N70 87 5764.75 42.5% 5,764.75 2,450.02 0.12% 0.05% 35.0% 0.04% Block-A 100% 43.0% 1,441.19 619.71 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 32% 25% 8.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-B 100% 43.0% 1,441.19 619.71 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 32% 25% 8.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-C 100% 43.0% 1,441.19 619.71 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 32% 25% 8.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% Block-D 100% 41.0% 1,441.19 590.89 35.0% Excavation 75.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/Concrete Pouring 25.00 M3 24% 25% 6.0% Backfilling & Compaction 50.00 M3 25% Hand over to Mech,Piping Work to Others 1.00 NOS 15% C7000570 010407 01 PIPE TRENCH (INSIDE) -N70 41 2145.02 35.0% 2145.02 750.76 0.04% 0.02% 35.0% 0.02% Block-A 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-B 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-C 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-D 100% 35.0% 536.26 187.69 35.0% Excavation 100.00 M3 100% 35% 35.0% 35.0% Precast Concrete 50.00 M3 25% Installation of Concrete M 25% Hand over to Mech,Piping Work to Others NOS 15% C7001010 010407 01 N60S1 FINISH BLDG RC WORKS -N70 83 20065.75 77.8% 20,065.75 15,608.76 0.42% 0.32% 75.1% 0.31% Elev. 109,660 From : E1-501(Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% CMPL Improved Page 22 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From : E1-502(Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E1-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E1-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E1-505 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E2-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E2-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E2-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E2-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E2-505 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E3-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E3-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E3-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E3-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E3-505 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E4-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E4-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E4-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% CMPL Improved Page 23 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E4-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E4-505 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E5-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E5-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E5-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E5-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From : E5-505 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 50.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 10.88 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 100% 20% 20.0% 20.0% From: E1- Grid 501-502 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E1- Grid 502-503 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E1- Grid 503-504 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E1- Grid 504-505 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E2- Grid 501-502 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E2- Grid 502-503 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E2- Grid 503-504 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E2- Grid 504-505 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E3- Grid 501-502 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% CMPL Improved Page 24 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From: E3- Grid 502-503 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E3- Grid 503-504 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E3- Grid 504-505 (Beam) @ Elev. 109,660 100% 50.1% 154.35 77.25 47.5% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 67% 15% 10.1% 7.5% Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From: E4- Grid 501-502 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E4- Grid 502-503 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E4- Grid 503-504 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E4- Grid 504-505 (Beam) @ Elev. 109,660 100% 39.5% 154.35 60.97 27.5% Rebar Work 12.00 TON 80% 40% 32.0% 20.0% Form Work 37.13 M2 50% 15% 7.5% 7.5% Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From: E5- Grid 501-502 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E5- Grid 502-503 (Beam) @ Elev. 109,660 100% 100.0% 154.35 154.35 100.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 9.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.00 M2 100% 20% 20.0% 20.0% From: E5- Grid 503-504 (Beam) @ Elev. 109,660 100% 69.0% 154.35 106.50 55.0% Rebar Work 12.00 TON 100% 40% 40.0% 40.0% Form Work 37.13 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 40% 15% 6.0% Strip & Finishing 33.00 M2 40% 20% 8.0% From: E5- Grid 504-505 (Beam) @ Elev. 109,660 100% 32.0% 154.35 49.39 20.0% Rebar Work 12.00 TON 80% 40% 32.0% 20.0% Form Work 37.13 M2 15% Pouring Concrete 7.20 M3 15% Strip & Finishing 33.00 M2 20% From: 501-Grid E1-E2 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 6.00 TON 100% 40% 40.0% 40.0% Form Work 27.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 27.00 M2 100% 20% 20.0% 20.0% From: 501-Grid E2-E3 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 501-Grid E3-E4 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 501-Grid E4-E5 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 502-Grid E1-E2 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 6.00 TON 100% 40% 40.0% 40.0% Form Work 27.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 27.00 M2 100% 20% 20.0% 20.0% From: 502-Grid E2-E3 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% CMPL Improved Page 25 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 502-Grid E3-E4 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 502-Grid E4-E5 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 503-Grid E1-E2 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 6.00 TON 100% 40% 40.0% 40.0% Form Work 27.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 27.00 M2 100% 20% 20.0% 20.0% From: 503-Grid E2-E3 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 503-Grid E3-E4 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 503-Grid E4-E5 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 100% 15% 15.0% 15.0% Strip & Finishing 33.75 M2 100% 20% 20.0% 20.0% From: 504-Grid E1-E2 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 5.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.04 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 100% 20% 20.0% 20.0% From: 504-Grid E2-E3 (Beam) Elev. 109,810 100% 75.0% 154.35 115.76 75.0% Rebar Work 6.00 TON 100% 40% 40.0% 40.0% Form Work 22.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.48 M3 50% 15% 7.5% 7.5% Strip & Finishing 22.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: 504-Grid E3-E4 (Beam) Elev. 109,810 100% 32.0% 154.35 49.39 20.0% Rebar Work 6.00 TON 80% 40% 32.0% 20.0% Form Work 22.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 22.00 M2 20% From: 504-Grid E4-E5 (Beam) Elev. 109,810 100% 32.0% 154.35 49.39 20.0% Rebar Work 6.00 TON 80% 40% 32.0% 20.0% Form Work 22.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 22.00 M2 20% From: 505-Grid E1-E2 (Beam) Elev. 109,810 100% 100.0% 154.35 154.35 100.0% Rebar Work 6.00 TON 100% 40% 40.0% 40.0% Form Work 27.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.30 M3 100% 15% 15.0% 15.0% Strip & Finishing 27.00 M2 100% 20% 20.0% 20.0% From: 505-Grid E2-E3 (Beam) Elev. 109,810 100% 75.0% 154.35 115.76 75.0% Rebar Work 8.00 TON 100% 40% 40.0% 40.0% Form Work 33.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 8.10 M3 50% 15% 7.5% 7.5% Strip & Finishing 33.75 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: 505-Grid E3-E4 (Beam) Elev. 109,810 100% 32.0% 154.35 49.39 20.0% Rebar Work 8.00 TON 80% 40% 32.0% 20.0% Form Work 33.75 M2 15% Pouring Concrete 8.10 M3 15% Strip & Finishing 33.75 M2 20% From: 505-Grid E4-E5 (Beam) Elev. 109,810 100% 32.0% 154.35 49.39 20.0% Rebar Work 8.00 TON 80% 40% 32.0% 20.0% Form Work 33.75 M2 15% Pouring Concrete 8.10 M3 15% Strip & Finishing 33.75 M2 20% From : E1-501 (Column) @ Elev. 116,340 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E1-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% CMPL Improved Page 26 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From : E1-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E1-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E1-505 (Column) 100% 47.5% 154.35 73.32 47.5% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E2-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E2-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E2-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E2-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E2-505 (Column) 100% 40.0% 154.35 61.74 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E3-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E3-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E3-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E3-504 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E3-505 (Column) 100% 40.0% 154.35 61.74 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E4-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E4-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E4-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E4-504 (Column) 100% 40.0% 154.35 61.74 40.0% CMPL Improved Page 27 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E4-505 (Column) 100% 40.0% 154.35 61.74 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E5-501 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E5-502 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E5-503 (Column) 100% 100.0% 154.35 154.35 100.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.68 M3 100% 15% 15.0% 15.0% Strip & Finishing 7.65 M2 100% 20% 20.0% 20.0% From : E5-504 (Column) 100% 40.0% 154.35 61.74 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From : E5-505 (Column) 100% 40.0% 154.35 61.74 40.0% Rebar Work 35.44 TON 100% 40% 40.0% 40.0% Form Work 7.65 M2 15% Pouring Concrete 6.68 M3 15% Strip & Finishing 7.65 M2 20% From: E1- Grid 501-502 (Beam) @ Elev. 116,340 100% 55.0% 154.35 84.89 55.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 15% Strip & Finishing 12.00 M2 20% From: E1- Grid 502-503 (Beam) 100% 55.0% 154.35 84.89 55.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 12.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 15% Strip & Finishing 12.00 M2 20% From: E1- Grid 503-504 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 20% From: E1- Grid 504-505 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 12.00 M2 20% From: E2- Grid 501-502 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 7.20 M3 15% Strip & Finishing 12.00 M2 20% From: E2- Grid 502-503 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 7.20 M3 15% Strip & Finishing 12.00 M2 20% From: E2- Grid 503-504 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 20% From: E2- Grid 504-505 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 12.00 M2 20% From: E3- Grid 501-502 (Beam) 100% 80.0% 154.35 123.48 80.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 50% 20% 10.0% 10.0% From: E3- Grid 502-503 (Beam) 100% 80.0% 154.35 123.48 80.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% CMPL Improved Page 28 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Strip & Finishing 12.00 M2 50% 20% 10.0% 10.0% From: E3- Grid 503-504 (Beam) 100% 55.0% 154.35 84.89 55.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 20% From: E3- Grid 504-505 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 12.00 M2 20% From: E4- Grid 501-502 (Beam) 100% 82.5% 154.35 127.34 82.5% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: E4- Grid 502-503 (Beam) 100% 82.5% 154.35 127.34 82.5% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: E4- Grid 503-504 (Beam) 100% 55.0% 154.35 84.89 55.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 20% From: E4- Grid 504-505 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 12.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 12.00 M2 20% From: E5- Grid 501-502 (Beam) 100% 82.5% 154.35 127.34 82.5% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: E5- Grid 502-503 (Beam) 100% 82.5% 154.35 127.34 82.5% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.20 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: E5- Grid 503-504 (Beam) 100% 55.0% 154.35 84.89 55.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.00 M3 15% Strip & Finishing 12.00 M2 20% From: E5- Grid 504-505 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 5.80 M3 15% Strip & Finishing 12.00 M2 20% From: 501-Grid E1-E2 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 5.04 M3 15% Strip & Finishing 20.00 M2 20% From: 501-Grid E2-E3 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.48 M3 15% Strip & Finishing 20.00 M2 20% From: 501-Grid E3-E4 (Beam) 100% 82.5% 154.35 127.34 82.5% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.48 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: 501-Grid E4-E5 (Beam) 100% 82.5% 154.35 127.34 82.5% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From: 502-Grid E1-E2 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 5.04 M3 15% Strip & Finishing 20.00 M2 20% From: 502-Grid E2-E3 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.48 M3 15% Strip & Finishing 20.00 M2 20% CMPL Improved Page 29 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ From: 502-Grid E3-E4 (Beam) 100% 80.0% 154.35 123.48 80.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.48 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 50% 20% 10.0% 10.0% From: 502-Grid E4-E5 (Beam) 100% 80.0% 154.35 123.48 80.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 50% 20% 10.0% 10.0% From: 503-Grid E1-E2 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 5.04 M3 15% Strip & Finishing 20.00 M2 20% From: 503-Grid E2-E3 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 6.48 M3 15% Strip & Finishing 20.00 M2 20% From: 503-Grid E3-E4 (Beam) 100% 80.0% 154.35 123.48 80.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 6.48 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 50% 20% 10.0% 10.0% From: 503-Grid E4-E5 (Beam) 100% 80.0% 154.35 123.48 80.0% Rebar Work 9.00 TON 100% 40% 40.0% 40.0% Form Work 20.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 5.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 20.00 M2 50% 20% 10.0% 10.0% From: 504-Grid E1-E2 (Beam) 100% 38.7% 154.35 59.73 27.5% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 5.04 M3 15% Strip & Finishing 20.00 M2 20% From: 504-Grid E2-E3 (Beam) 100% 37.5% 154.35 57.88 27.5% Rebar Work 9.00 TON 75% 40% 30.0% 20.0% Form Work 20.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 3.36 M3 15% Strip & Finishing 20.00 M2 20% From: 504-Grid E3-E4 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 4.32 M3 15% Strip & Finishing 20.00 M2 20% From: 504-Grid E4-E5 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 4.32 M3 15% Strip & Finishing 20.00 M2 20% From: 505-Grid E1-E2 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 5.04 M3 15% Strip & Finishing 20.00 M2 20% From: 505-Grid E2-E3 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 20.00 M2 20% From: 505-Grid E3-E4 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 6.48 M3 15% Strip & Finishing 20.00 M2 20% From: 505-Grid E4-E5 (Beam) 100% 31.2% 154.35 48.16 20.0% Rebar Work 9.00 TON 78% 40% 31.2% 20.0% Form Work 20.00 M2 15% Pouring Concrete 5.40 M3 15% Strip & Finishing 20.00 M2 20% C7001020 010407 01 N60S1 FINISH BLDG ST ERECTION -N70 172 14898.81 4.6% 14898.81 679.62 0.3% 0.01% 2.3% 0.01% From: EL. 109,810 : E1-E5 TO 501-505 100% 7.3% 1146.06 83.66 5.0% Receive and Shake-out 100.00 TON 73% 10% 7.3% 5.0% Erection 100.00 TON 50% Plumb, Bolt and Torque 100.00 TON 25% Clear Punch list 1.00 NOS 10% From: EL. 116,490 : E1-E5 TO 501-505 100% 6.9% 1146.06 79.08 5.0% Receive and Shake-out 100.00 TON 69% 10% 6.9% 5.0% Erection 100.00 TON 50% Plumb, Bolt and Torque 100.00 TON 25% Clear Punch list 1.00 NOS 10% From : Ground to Elev. 109,810 : 500-501 to E1-E5 100% 6.0% 1146.06 68.76 5.0% Receive and Shake-out 100.00 TON 60% 10% 6.0% 5.0% Erection 100.00 TON 50% Plumb, Bolt and Torque 100.00 TON 25% CMPL Improved Page 30 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 CMPL % activity Project Weight Value Level7 Progress Value 4815410.01 BOQ Clear Punch list 1.00 NOS 10% From : EL. 123,090 : 501-505 TO E1-E5 100% 6.5% 1146.06 74.49 5.0% Receive and Shake-out 108.00 TON 65% 10% 6.5% 5.0% Erection 108.00 TON 50% Plumb, Bolt and Torque 108.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 129,590 : 501-505 TO E1-E5 100% 5.1% 1146.06 58.45 5.0% Receive and Shake-out 70.00 TON 51% 10% 5.1% 5.0% Erection 70.00 TON 50% Plumb, Bolt and Torque 70.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 134,590 : 501-505 TO E1-E5 100% 4.2% 1146.06 48.13 Receive and Shake-out 50.00 TON 42% 10% 4.2% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 138,440 : 501-505 TO E1-E5 100% 5.2% 1146.06 59.60 5.0% Receive and Shake-out 50.00 TON 52% 10% 5.2% 5.0% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 144,250 : 501-505 TO E1-E5 100% 3.1% 1146.06 35.53 Receive and Shake-out 50.00 TON 31% 10% 3.1% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 151,200 : 501-505 TO E1-E5 100% 3.0% 1146.06 34.38 Receive and Shake-out 50.00 TON 30% 10% 3.0% Erection 50.00 TON 50% Plumb, Bolt and Torque 50.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 162,050 : 501-505 TO E1-E5 100% 3.0% 1146.06 34.38 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 170,650 : 501-505 TO E1-E5 100% 3.0% 1146.06 34.38 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 179,400 : 501-505 TO E1-E5 100% 3.0% 1146.06 34.38 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% From : EL. 185,150 : 501-505 TO E1-E5 100% 3.0% 1146.06 34.38 Receive and Shake-out 30.00 TON 30% 10% 3.0% Erection 30.00 TON 50% Plumb, Bolt and Torque 30.00 TON 25% Clear Punch list 1.00 NOS 10% C7001040 010407 01 N60S1 FINISH BLDG FLOOR CONCRETE 2F EL109.810 -N70 32 2145.02 100% 8.9% 2145.02 190.91 0.04% 0.00% 5.0% 0.00% Receive and Shake-out 90.00 TON 89% 10% 8.9% 5.0% Installation of support beam 90.00 TON 50% Installation of deck slab 1800.00 M2 25% Pouring Concrete 550.00 M3 10% Completed 1.00 NOS 5% C7001050 010407 01 N60S1 FINISH BLDG FLOOR CONCRETE 3F EL116.490 -N70 35 2145.02 100% 5.8% 2145.02 124.41 0.04% 0.00% 5.0% 0.00% Receive and Shake-out 90.00 TON 58% 10% 5.8% 5.0% Installation of support beam 90.00 TON 50% Installation of deck slab 90.00 M2 25% Pouring Concrete 1800.00 M3 10% Completed 1.00 NOS 5% C7001060 010407 01 N60S1 FINISH BLDG FLOOR CONCRETE 4F EL123.090 -N70 26 2279.09 100% 3.3% 2279.09 75.21 0.05% 0.00% Receive and Shake-out 90.00 TON 33% 10% 3.3% Installation of suppot beam 90.00 TON 50% Installation of deck slab 1800.00 M2 25% Pouring Concrete 550.00 M3 10% Completed 1.00 NOS 5% AREA TOTALS 1.84% 1.73% CMPL Improved Page 31 of 31

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 SUBSTATION & CONTROL SYSTEM & BUILDING(Area-6) CIVIL WORK 1,875 315080.00 315,080.00 C0500510 010408 01 DUCT BANK TO N32 AREA -N05 30 6291.67 6.0% 6291.67 377.50 0.13% 0.01% 5.0% 0.01% Block-A 100% 6.0% 1572.92 94.37 5.0% Excavation 180.00 M3 60% 10% 6.0% 5.0% Conduit Pipe 100.00 M 45% Concrete 25.00 M3 30% Backfilling 120.00 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-B 100% 6.0% 1572.92 94.37 5.0% Excavation 180.00 M3 60% 10% 6.0% 5.0% Conduit Pipe 100.00 M 45% Concrete 25.00 M3 30% Backfilling 100.00 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-C 100% 6.0% 1572.92 94.37 5.0% Excavation 180.00 M3 60% 10% 6.0% 5.0% Conduit Pipe 100.00 M 45% Concrete 25.00 M3 30% Backfilling 120.00 M3 10% Hand over to laying cable works 1.00 NOS 5% Block-D 100% 6.0% 1572.92 94.37 5.0% Excavation 180.00 M3 60% 10% 6.0% 5.0% Conduit Pipe 100.00 M 45% Concrete 25.00 M3 30% Backfilling 120.00 M3 10% Hand over to laying cable works 1.00 NOS 5% C0500520 010408 01 EARTH CABLE TRENCH -N05 30 2317.98 21.0% 2317.98 486.78 0.05% 0.01% 17.5% 0.01% Block-A 100% 21.0% 772.66 162.26 17.5% Excavation 120.00 M3 60% 35% 21.0% 17.5% Installation of Precast Concrete/ Concrete Pouring 50.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-B 100% 21.0% 772.66 162.26 17.5% Excavation 120.00 M3 60% 35% 21.0% 17.5% Installation of Precast Concrete/ Concrete Pouring 50.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Block-C 100% 21.0% 772.66 162.26 17.5% Excavation 120.00 M3 60% 35% 21.0% 17.5% Installation of Precast Concrete/ Concrete Pouring 50.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% C0502110 010408 01 FOUNDATION FOR BLDG (SS-18) -N05 59 9768.64 100% 100.0% 9,768.64 9,768.64 0.20% 0.20% 100.0% 0.20% Excavation 1300.00 M3 100% 10% 10.0% 10.0% Rebar Work 32.00 TON 100% 30% 30.0% 30.0% Form Work 400.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 290.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 400.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 400.00 M3 100% 15% 15.0% 15.0% C0502120 010408 01 FOUNDATION FOR TRANS, SHED, BLAST WALL (SS-18) -N05 45 7285.09 100% 100.0% 7,285.09 7,285.09 0.15% 0.15% 100.0% 0.15% Excavation 800.00 M3 100% 10% 10.0% 10.0% Rebar Work 12.00 TON 100% 30% 30.0% 30.0% Form Work 180.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 100.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1800.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 500.00 M3 100% 15% 15.0% 15.0% C0502130 010408 01 RC WORK (SS-18) -N05 (Column) 83 14735.74 100.0% 14,735.74 14,735.60 0.31% 0.31% 100.0% 0.31% From : 631-632 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 631-632 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 631-632 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 631-632 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 631-632 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 632-633 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 632-633 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 632-633 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% CMPL Improved Page 1 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 632-633 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 632-633 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 633-634 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 633-634 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 633-634 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 633-634 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 633-634 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 634-635 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 634-635 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 634-635 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 634-635 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 634-635 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 635-636 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 635-636 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 635-636 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 635-636 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% CMPL Improved Page 2 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : 635-636 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 636-637 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 636-637 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 636-637 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 636-637 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 636-637 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 637-638 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 637-638 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 637-638 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 637-638 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 637-638 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 638-639 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 638-639 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 638-639 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 638-639 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 638-639 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 639-640 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% CMPL Improved Page 3 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 639-640 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 639-640 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 639-640 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 639-640 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 640-641 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 640-641 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 640-641 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 640-641 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 640-641 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 641-642 Grid R21-R22 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 641-642 Grid R22-R23 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 641-642 Grid R23-R24 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 641-642 Grid R24-R25 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% From : 641-642 Grid R25-R26 100% 100.0% 267.92 267.92 100.0% Rebar Work 0.55 TON 100% 40% 40.0% 40.0% Form Work 10.91 M2 100% 15% 15.0% 15.0% Pouring Concrete 7.82 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.91 M2 100% 20% 20.0% 20.0% C0502140 010408 01 FLOOR CONCRETE (SS-18) -N05 17 4801.53 100.0% 4,801.53 4,801.53 0.10% 0.10% 100.0% 0.10% From : 631-634 Grid R21-R26 100% 100.0% 1600.51 1,600.51 100.0% Moisture Barrier 295.35 M2 100% 10% 10.0% 10.0% Rebar Work 33.34 TON 100% 30% 30.0% 30.0% Form Work 666.67 M2 100% 10% 10.0% 10.0% Pouring Concrete 75.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 300.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 634-638 Grid R21-R26 100% 100.0% 1600.51 1,600.51 100.0% Moisture Barrier 295.35 M2 100% 10% 10.0% 10.0% Rebar Work 33.34 TON 100% 30% 30.0% 30.0% CMPL Improved Page 4 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Form Work 666.67 M2 100% 10% 10.0% 10.0% Pouring Concrete 75.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 300.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 638-642 Grid R21-R26 100% 100.0% 1600.51 1,600.51 100.0% Moisture Barrier 295.35 M2 100% 10% 10.0% 10.0% Rebar Work 33.34 TON 100% 30% 30.0% 30.0% Form Work 666.67 M2 100% 10% 10.0% 10.0% Pouring Concrete 75.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 300.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% C0502150 010408 01 ROOF CONCRETE (SS-18) -N05 (ROOF BEAM) 29 7301.53 33.2% 7301.53 2424.11 0.15% 0.05% 25.0% 0.04% From : 631-634 Grid R21-R26 100% 33.2% 2433.84 808.04 25.0% Moisture Barrier 295.00 M2 100% 10% 10.0% 10.0% Rebar Work (Structural/Metal Deck) 150.00 TON 61% 30% 18.3% 15.0% Form Work 123.00 M2 34% 10% 3.4% Pouring Concrete 90.00 M3 10% 15% 1.5% Strip & Finishing 123.00 M2 10% Joint Treatment 1.00 M 15% From : 634-638 Grid R21-R26 100% 33.2% 2433.84 808.04 25.0% Moisture Barrier 295.00 M2 100% 10% 10.0% 10.0% Rebar Work (Structural/Metal Deck) 150.00 TON 61% 30% 18.3% 15.0% Form Work 123.00 M2 34% 10% 3.4% Pouring Concrete 90.00 M3 10% 15% 1.5% Strip & Finishing 123.00 M2 10% Joint Treatment 1.00 M 15% From : 638-642 Grid R21-R26 100% 33.2% 2433.84 808.04 25.0% Moisture Barrier 295.00 M2 100% 10% 10.0% 10.0% Rebar Work (Structural/Metal Deck) 150.00 TON 61% 30% 18.3% 15.0% Form Work 123.00 M2 34% 10% 3.4% Pouring Concrete 90.00 M3 10% 15% 1.5% Strip & Finishing 123.00 M2 10% Joint Treatment 1.00 M 15% C0502160 010408 01 PARAPET (SS-18) -N05 29 4801.53 28.0% 4801.53 1344.43 0.10% 0.03% 20.0% 0.02% North 100% 28.0% 1200.38 336.11 20.0% Rebar Work 2.00 TON 70% 40% 28.0% 20.0% Form Work 100.00 M2 15% Pouring Concrete 50.00 M3 15% Strip & Finishing 100.00 M2 20% East 100% 28.0% 1200.38 336.11 20.0% Rebar Work 2.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 25.00 M3 15% Strip & Finishing 30.00 M2 20% West 100% 28.0% 1200.38 336.11 20.0% Rebar Work 2.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 25.00 M3 15% Strip & Finishing 30.00 M2 20% South 100% 28.0% 1200.38 336.11 20.0% Rebar Work 2.00 TON 70% 40% 28.0% 20.0% Form Work 100.00 M2 15% Pouring Concrete 50.00 M3 15% Strip & Finishing 100.00 M2 20% C0502250 010408 01 FOUNDATION FOR BLDG -N05 (PCB) 96 9768.64 100% 100.0% 9,768.64 9,768.64 0.20% 0.20% 100.0% 0.20% Excavation 1900.00 M3 100% 10% 10.0% 10.0% Rebar Work 30.00 TON 100% 30% 30.0% 30.0% Form Work 600.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 430.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 600.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 800.00 M3 100% 15% 15.0% 15.0% C0502260 010408 01 RC WALL/ROOF WORK -N05 (PCB) 167 27153.50 85.0% 27,153.50 23,080.48 0.56% 0.48% 78.7% 0.44% From : 611-612 100% 100.0% 2262.79 2,262.79 100.0% Rebar Work 6.50 TON 100% 40% 40.0% 40.0% Form Work 25.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 15.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From : 612-613 100% 100.0% 2262.79 2,262.79 100.0% Rebar Work 6.50 TON 100% 40% 40.0% 40.0% Form Work 25.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 15.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From : 613-614 100% 55.0% 2262.79 1,244.53 45.0% Rebar Work 6.50 TON 55% 40% 22.0% 20.0% Form Work 25.00 M2 55% 15% 8.3% 7.5% Pouring Concrete 15.00 M3 55% 15% 8.3% 7.5% Strip & Finishing 15.00 M2 55% 20% 11.0% 10.0% Clear Punchlist 1.00 NOS 55% 5% 2.8% Hand over to Mech,Piping Work to Others 1.00 NOS 55% 5% 2.8% From : 614-615 100% 100.0% 3394.19 3,394.19 100.0% Rebar Work 6.50 TON 100% 40% 40.0% 40.0% Form Work 25.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 15.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From : 615-616 100% 70.0% 3394.19 2,375.93 50.0% Rebar Work 6.50 TON 70% 40% 28.0% 20.0% Form Work 25.00 M2 70% 15% 10.5% 7.5% Pouring Concrete 15.00 M3 70% 15% 10.5% 7.5% Strip & Finishing 15.00 M2 70% 20% 14.0% 10.0% CMPL Improved Page 5 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Clear Punchlist 1.00 NOS 70% 5% 3.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% From : 616-617 100% 100.0% 2262.79 2,262.79 100.0% Rebar Work 6.50 TON 100% 40% 40.0% 40.0% Form Work 25.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 15.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From : 617-618 100% 100.0% 2262.79 2,262.79 100.0% Rebar Work 6.50 TON 100% 40% 40.0% 40.0% Form Work 25.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 15.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From : 618-619 100% 55.0% 2262.79 1,244.53 50.0% Rebar Work 6.50 TON 55% 40% 22.0% 20.0% Form Work 25.00 M2 55% 15% 8.3% 7.5% Pouring Concrete 15.00 M3 55% 15% 8.3% 7.5% Strip & Finishing 15.00 M2 55% 20% 11.0% 10.0% Clear Punchlist 1.00 NOS 55% 5% 2.8% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 55% 5% 2.8% 2.5% From : 619-620 100% 100.0% 3394.19 3,394.19 100.0% Rebar Work 6.50 TON 100% 40% 40.0% 40.0% Form Work 25.00 M2 100% 15% 15.0% 15.0% Pouring Concrete 15.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 15.00 M2 100% 20% 20.0% 20.0% From : 620-621 100% 70.0% 3394.19 2,375.93 50.0% Rebar Work 6.50 TON 70% 40% 28.0% 20.0% Form Work 25.00 M2 70% 15% 10.5% 7.5% Pouring Concrete 15.00 M3 70% 15% 10.5% 7.5% Strip & Finishing 15.00 M2 70% 20% 14.0% 10.0% Clear Punchlist 1.00 NOS 70% 5% 3.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 70% 5% 3.5% 2.5% C0502270 010408 01 PARAPET -N05 (PCB) 27 6967.10 32.0% 6967.10 2229.47 0.14% 0.05% 20.0% 0.03% North 100% 32.0% 1741.78 557.37 20.0% Rebar Work 1.30 TON 80% 40% 32.0% 20.0% Form Work 75.00 M2 15% Pouring Concrete 50.00 M3 15% Strip & Finishing 60.00 M2 20% East 100% 32.0% 1741.78 557.37 20.0% Rebar Work 1.30 TON 80% 40% 32.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 25.00 M3 15% Strip & Finishing 40.00 M2 20% West 100% 32.0% 1741.78 557.37 20.0% Rebar Work 1.30 TON 80% 40% 32.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 25.00 M3 15% Strip & Finishing 40.00 M2 20% South 100% 32.0% 1741.78 557.37 20.0% Rebar Work 1.30 TON 80% 40% 32.0% 20.0% Form Work 75.00 M2 15% Pouring Concrete 50.00 M3 15% Strip & Finishing 60.00 M2 20% C0502290 010408 01 FLOOR CONCRETE -N05 (PCB) 60 12099.78 21.0% 12099.78 2540.95 0.25% 0.05% 15.0% 0.04% From : 611-614 100% 21% 3024.94 635.24 15.0% Moisture Barrier 100.00 M2 10% Rebar Work 20.00 TON 70% 30% 21% 15.0% Form Work 150.00 M2 10% Pouring Concrete 30.00 M3 15% Strip & Finishing 10.00 M2 10% Joint Treatment 15.00 M 15% From : 614-616 100% 21% 3024.94 635.24 15.0% Moisture Barrier 100.00 M2 10% Rebar Work 15.00 TON 70% 30% 21% 15.0% Form Work 200.00 M2 10% Pouring Concrete 20.00 M3 15% Strip & Finishing 10.00 M2 10% Joint Treatment 15.00 M 15% From : 616-619 100% 21% 3024.94 635.24 15.0% Moisture Barrier 100.00 M2 10% Rebar Work 20.00 TON 70% 30% 21% 15.0% Form Work 200.00 M2 10% Pouring Concrete 20.00 M3 15% Strip & Finishing 10.00 M2 10% Joint Treatment 15.00 M 15% From : 619-621 100% 21% 3024.94 635.24 15.0% Moisture Barrier 100.00 M2 10% Rebar Work 15.00 TON 70% 30% 21% 15.0% Form Work 200.00 M2 10% Pouring Concrete 20.00 M3 15% Strip & Finishing 10.00 M2 10% Joint Treatment 15.00 M 15% C0502510 010408 01 FOUNDATION FOR BLDG -N05( L M B) 52 9934.21 68.4% 9934.21 6798.48 0.21% 0.14% 63.4% 0.13% From : F1-601 100% 78.0% 331.14 258.29 72.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F1-602 100% 36.0% 331.14 119.21 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% CMPL Improved Page 6 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 2.00 TON 70% 30% 21.0% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F1-603 100% 36.0% 331.14 119.21 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 70% 30% 21.0% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F1-604 100% 36.0% 331.14 119.21 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 70% 30% 21.0% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F1-605 100% 36.0% 331.14 119.21 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 70% 30% 21.0% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F1-606 100% 36.0% 331.14 119.21 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 70% 30% 21.0% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F2-601 100% 78.0% 331.14 258.29 72.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F2-602 100% 100.0% 331.14 331.14 100.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 100% 15% 15.0% 15.0% From : F2-603 100% 100.0% 331.14 331.14 100.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 100% 15% 15.0% 15.0% From : F2-604 100% 37.5% 331.14 124.18 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 75% 30% 22.5% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F2-605 100% 37.5% 331.14 124.18 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 75% 30% 22.5% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F2-606 100% 37.5% 331.14 124.18 30.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 75% 30% 22.5% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 15% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F3-601 100% 78.0% 331.14 258.29 72.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F3-602 100% 100.0% 331.14 331.14 100.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 100% 15% 15.0% 15.0% CMPL Improved Page 7 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : F3-603 100% 100.0% 331.14 331.14 100.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 100% 15% 15.0% 15.0% From : F3-604 100% 43.5% 331.14 144.05 37.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 70% 30% 21.0% 15.0% Form Work 6.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 6.00 M3 50% 15% 7.5% 7.5% Strip & Finishing 6.00 M2 10% Backfiling& Compaction 30.00 M3 15% From : F3-605 100% 68.0% 331.14 225.01 57.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 85% 10% 8.5% 5.0% Pouring Concrete 6.00 M3 85% 15% 12.8% 7.5% Strip & Finishing 6.00 M2 67% 10% 6.7% 5.0% Backfiling& Compaction 30.00 M3 15% From : F3-606 100% 68.0% 331.14 225.01 57.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 85% 10% 8.5% 5.0% Pouring Concrete 6.00 M3 85% 15% 12.8% 7.5% Strip & Finishing 6.00 M2 67% 10% 6.7% 5.0% Backfiling& Compaction 30.00 M3 15% From : F4-601 100% 76.5% 331.14 253.32 75.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% From : F4-602 100% 100.0% 331.14 331.14 100.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 100% 15% 15.0% 15.0% From : F4-603 100% 100.0% 331.14 331.14 100.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 100% 15% 15.0% 15.0% From : F4-604 100% 68.5% 331.14 226.67 57.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 87% 10% 8.7% 5.0% Pouring Concrete 6.00 M3 87% 15% 13.1% 7.5% Strip & Finishing 6.00 M2 67% 10% 6.7% 5.0% Backfiling& Compaction 30.00 M3 15% From : F4-605 100% 68.5% 331.14 226.67 57.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 87% 10% 8.7% 5.0% Pouring Concrete 6.00 M3 87% 15% 13.1% 7.5% Strip & Finishing 6.00 M2 67% 10% 6.7% 5.0% Backfiling& Compaction 30.00 M3 15% From : F4-606 100% 68.5% 331.14 226.67 57.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 87% 10% 8.7% 5.0% Pouring Concrete 6.00 M3 87% 15% 13.1% 7.5% Strip & Finishing 6.00 M2 67% 10% 6.7% 5.0% Backfiling& Compaction 30.00 M3 15% From : F5-601 100% 79.0% 331.14 261.60 77.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F5-602 100% 79.0% 331.14 261.60 77.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F5-603 100% 79.0% 331.14 261.60 77.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% CMPL Improved Page 8 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F5-604 100% 78.0% 331.14 258.29 72.5% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : F5-605 100% 75.5% 331.14 250.01 70.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 90% 10% 9.0% 5.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% From : F5-606 100% 74.8% 331.14 247.69 70.0% Excavation 30.00 M3 100% 10% 10.0% 10.0% Rebar Work 2.00 TON 100% 30% 30.0% 30.0% Form Work 6.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 6.00 M2 83% 10% 8.3% 5.0% Backfiling& Compaction 30.00 M3 10% 15% 1.5% PRODUCT TRANSFER SYSTEM & SILOS(Area-7) CIVIL WORK 1,628 157960.00 157,960.00 C8000510 010409 01 EQPT FOUNDATION(SILO NORTH) -N80 30 7766.80 25.0% 7766.80 1941.70 0.16% 0.04% 25.0% 0.04% Construct FDN of NTK-1607 Sludge Tank 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NTK-1608 Recovered Oil Tank 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1608A Recovered Oil Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1608S Recovered Oil Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1607 CPI Sludge Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NM-1607A No. 1 Corrugate Plate Interceptor 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NM-1607S No. 1 Corrugate Plate Interceptor 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NTK-8001 Wash Water Tank 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-8001A Wash Water Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-8001S Wash Water Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% CMPL Improved Page 9 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NV-1303 Incenerator Alkyl Feed Drum 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1303 Incenerator Feed Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1601A Oily Water Sump Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1601S Oily Water Sump Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1602A PE Water Sump Screening Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1602B PE Water Sump Screening Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1603 Incinerator Feed Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1606A Settling Pond Water Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NP-1606S Settling Pond Water Pump 100% 25.0% 408.78 102.19 25.0% Excavation 12.00 M3 100% 10% 10.0% 10.0% Rebar Work 3.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% C8000520 010409 01 EQPT FOUNDATION(SILO SOUTH) -N80 106 7976.72 38.0% 7976.72 3032.81 0.17% 0.06% 38.0% 0.06% Construct FDN of NK-8001A Pallet Compressor Package 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-8001B Pallet Compressor Package 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-8001S Pallet Compressor Package 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% CMPL Improved Page 10 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-9001A Granular Compressor Package 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-9001B Granular Compressor Package 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-9001S Granular Compressor Package 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NE-9001 Return Gas Cooler 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NE-9006 Return Gas Cooler 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NMU-9001 N2 Make Up Unit 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NMU-9006 N2 Make Up Unit 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NV-1201 Air Reciever 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work 15.00 M2 10% Pouring Concrete 20.00 M3 15% Strip & Finishing 10.00 M2 10% Backfiling& Compaction 20.00 M3 15% Construct FDN of NV-8001 Transfer Air Reciever 100% 15.0% 166.18 24.93 15.0% Excavation 8.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NV-9001 Transfer Air Reciever 100% 15.0% 166.18 24.93 15.0% Excavation 8.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-1201A Air Compressor 100% 15.0% 166.18 24.93 15.0% Excavation 25.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NK-1201B Air Compressor 100% 15.0% 166.18 24.93 15.0% Excavation 25.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-1201A Inlet Filter 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% CMPL Improved Page 11 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-1201B Inlet Filter 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NR-1201A Air Dryer 100% 15.0% 166.18 24.93 15.0% Excavation 25.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 6.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 20.00 M3 15% Construct FDN of NR-1201B Air Dryer 100% 15.0% 166.18 24.93 15.0% Excavation 25.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 6.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 20.00 M3 15% Construct FDN of NR-1202A Air Dryer 100% 15.0% 166.18 24.93 15.0% Excavation 25.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 6.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 20.00 M3 15% Construct FDN of NR-1202B Air Dryer 100% 15.0% 166.18 24.93 15.0% Excavation 25.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work 12.00 M2 10% Pouring Concrete 6.00 M3 15% Strip & Finishing 12.00 M2 10% Backfiling& Compaction 20.00 M3 15% Construct FDN of NF-8002A Discharge Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-8002B Discharge Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-8002S Discharge Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-9002A Discharge Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-9002B Discharge Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-9002S Discharge Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-9001 Return Gas Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-9006 Return Gas Filter 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% CMPL Improved Page 12 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NMU-1201A Inlet Silencer 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NMU-1201B Inlet Silencer 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NMU-1202A Blow-off Silencer 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NMU-1202B Blow-off Silencer 100% 15.0% 166.18 24.93 15.0% Excavation M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NF-8001A Suction Filter 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NF-8001B Suction Filter 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NF-8001S Suction Filter 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1201A Ist Stage Intercooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1201B Ist Stage Intercooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1202A 2nd Stage Intercooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1202B 2nd Stage Intercooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1203A Aftercooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1203B Aftercooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% CMPL Improved Page 13 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1204A Lube Oil cooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NE-1204B Lube Oil cooler 100% 100.0% 166.18 166.18 100.0% Excavation 1.00 M3 100% 10% 10.0% 10.0% Rebar Work 1.00 TON 100% 30% 30.0% 30.0% Form Work 1.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 1.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 1.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 1.00 M3 100% 15% 15.0% 15.0% Construct FDN of NV-1202A Ist Stage Intercooler Separator 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NV-1202B Ist Stage Intercooler Separator 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NV-1203A 2nd Stage Intercooler Separator 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% Construct FDN of NV-1203B 2nd Stage Intercooler Separator 100% 15.0% 166.18 24.93 15.0% Excavation 10.00 M3 10% Rebar Work 4.00 TON 50% 30% 15.0% 15.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% C8000530 010409 01 N80R4 PIPE RACK FOUNDATION -N80 25 4297.41 15.0% 4297.41 644.61 0.09% 0.01% 15.0% 0.01% From : G20-F51 100% 30.0% 1074.35 322.31 30.0% Excavation 100.00 M3 10% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% From : G20-F52 100% 30.0% 1074.35 322.31 30.0% Excavation 100.00 M3 10% Rebar Work 4.00 TON 100% 30% 30.0% 30.0% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% From : G8-751 100% 1074.35 Excavation 100.00 M3 10% Rebar Work 4.00 TON 30% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% From : G8-752 100% 1074.35 Excavation 100.00 M3 10% Rebar Work 4.00 TON 30% Form Work M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% C8000540 010409 01 N80S1 SILO STR FOUNDATION -N80 121 9766.80 67.4% 9,766.80 6,579.97 0.20% 0.14% 64.4% 0.13% From : G1-702 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G2-702 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% CMPL Improved Page 14 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Backfiling& Compaction 150.00 M3 15% From : G3-702 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G4-702 100% 81.5% 184.28 150.19 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 10% 15% 1.5% From : G5-702 100% 31.0% 184.28 57.13 25.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 70% 30% 21.0% 15.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G1-704 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G2-704 100% 50.0% 184.28 92.14 50.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G3-704 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G4-704 100% 84.0% 184.28 154.79 82.5% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 10% 15% 1.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G5-704 100% 40.0% 184.28 73.71 40.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G1-706 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G2-706 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G3-706 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G4-706 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% CMPL Improved Page 15 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : G5-706 100% 47.5% 184.28 87.53 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 75% 10% 7.5% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G1-707 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G2-707 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G3-707 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G4-707 100% 86.5% 184.28 159.40 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 10% 15% 1.5% From : G5-707 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G1-709 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G2-709 100% 88.0% 184.28 162.17 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G3-709 100% 88.0% 184.28 162.17 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G4-709 100% 86.5% 184.28 159.40 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 10% 15% 1.5% From : G5-709 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G1-711 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% CMPL Improved Page 16 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : G2-711 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G3-711 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G4-711 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G5-711 100% 83.0% 184.28 152.95 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G1-712 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G2-712 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G3-712 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G4-712 100% 90.0% 184.28 165.76 85.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% From : G5-712 100% 87.5% 184.28 161.15 82.5% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 33% 15% 5.0% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G6-701 100% 44.0% 184.28 81.08 40.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 40% 10% 4.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G7-701 100% 25.0% 184.28 46.07 25.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 50% 30% 15.0% 15.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G8-701 100% 25.0% 184.28 46.07 25.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 50% 30% 15.0% 15.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% CMPL Improved Page 17 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : G6-703 100% 25.0% 184.28 46.07 25.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 50% 30% 15.0% 15.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G7-703 100% 25.0% 184.28 46.07 25.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 50% 30% 15.0% 15.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G8-703 100% 25.0% 184.28 46.07 25.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 50% 30% 15.0% 15.0% Form Work 12.50 M2 10% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G6-705 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G7-705 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G8-705 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G6-708 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G7-708 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G8-708 100% 47.0% 184.28 86.61 45.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 70% 10% 7.0% 5.0% Pouring Concrete 8.40 M3 15% Strip & Finishing 12.50 M2 10% Backfiling& Compaction 150.00 M3 15% From : G6-710 100% 83.0% 184.28 152.95 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G7-710 100% 83.0% 184.28 152.95 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G8-710 100% 83.0% 184.28 152.95 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G6-712 100% 83.0% 184.28 152.95 80.0% CMPL Improved Page 18 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project CMPL % Weight Value Progress for Level7 Progress Value BOQ 4,815,410 CMPL Improved Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G7-712 100% 83.0% 184.28 152.95 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% From : G8-712 100% 83.0% 184.28 152.95 80.0% Excavation 150.00 M3 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 12.50 M2 100% 10% 10.0% 10.0% Pouring Concrete 8.40 M3 100% 15% 15.0% 15.0% Strip & Finishing 12.50 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 150.00 M3 20% 15% 3.0% C8000550 010409 01 N80S2 EQPT STR FOUNDATION -N80 59 6192.45 31.0% 6192.45 1919.66 0.13% 0.04% 25.0% 0.03% From : G11-721 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G11-722 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G11-723 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G11-724 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G12-721 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G12-722 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G12-723 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% From : G12-724 100% 31.0% 774.06 239.96 25.0% Excavation 37.50 M3 100% 10% 10.0% 10.0% Rebar Work 1.38 TON 70% 30% 21.0% 15.0% Form Work 12.38 M2 10% Pouring Concrete 9.38 M3 15% Strip & Finishing 12.38 M2 10% Backfiling& Compaction 30.00 M3 15% C8000560 010409 01 WW CONCRETE PIT -N80 114 9341.16 30.9% 9,341.16 2,881.76 0.19% 0.06% 29.5% 0.06% Segmnet-1 100% 75% 934.12 700.59 75.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 100% 30% 30.0% 30.0% Form Work 930.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 640.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 930.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 350.00 M3 15% Segmnet-2 100% 65% 934.12 607.18 65.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 100% 30% 30.0% 30.0% Form Work 930.00 M2 100% 10% 10.0% 10.0% Page 19 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Pouring Concrete 640.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-3 100% 48% 934.12 443.71 40.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 100% 30% 30.0% 30.0% Form Work 930.00 M2 30% 10% 3.0% Pouring Concrete 640.00 M3 30% 15% 4.5% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-4 100% 40% 934.12 373.65 40.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 100% 30% 30.0% 30.0% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-5 100% 31% 934.12 289.58 25.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 70% 30% 21.0% 15.0% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-6 100% 10% 934.12 93.41 10.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 30% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-7 100% 10% 934.12 93.41 10.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 30% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-8 100% 10% 934.12 93.41 10.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 30% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-9 100% 10% 934.12 93.41 10.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 30% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% Segmnet-10 100% 10% 934.12 93.41 10.0% Excavation 300.00 M3 100% 10% 10.0% 10.0% Rebar Work 75.00 TON 30% Form Work 930.00 M2 10% Pouring Concrete 640.00 M3 15% Strip & Finishing 930.00 M2 10% Backfiling& Compaction 350.00 M3 15% C8001010 010409 01 N80S1 STR RC WORKS -N80 85 11020.47 30.1% 11020.47 3316.79 0.23% 0.07% 24.1% 0.06% From : G1-702 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G2-702 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G3-702 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G4-702 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G5-702 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1-704 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% CMPL Improved Page 20 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G2-704 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G3-704 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G4-704 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G5-704 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1-706 (Column) 100% 32.0% 186.79 59.77 20.0% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G2-706 (Column) 100% 32.0% 186.79 59.77 20.0% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G3-706 (Column) 100% 32.0% 186.79 59.77 20.0% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G4-706 (Column) 100% 32.0% 186.79 59.77 20.0% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G5-706 (Column) 100% 24.0% 186.79 44.83 20.0% Rebar Work 3.50 TON 60% 40% 24.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1-707 (Column) 100% 39.5% 186.79 73.78 27.5% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G2-707 (Column) 100% 39.5% 186.79 73.78 27.5% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G3-707 (Column) 100% 39.5% 186.79 73.78 27.5% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G4-707 (Column) 100% 39.5% 186.79 73.78 27.5% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G5-707 (Column) 100% 32.0% 186.79 59.77 20.0% Rebar Work 3.50 TON 80% 40% 32.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1-709 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G2-709 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% CMPL Improved Page 21 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G3-709 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G4-709 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G5-709 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1-711 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G2-711 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G3-711 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G4-711 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G5-711 (Column) 100% 28.4% 186.79 53.05 20.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1-712 (Column) 100% 55.9% 186.79 104.41 47.5% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : G2-712 (Column) 100% 55.9% 186.79 104.41 47.5% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : G3-712 (Column) 100% 55.9% 186.79 104.41 47.5% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : G4-712 (Column) 100% 58.4% 186.79 109.08 50.0% Rebar Work 3.50 TON 71% 40% 28.4% 20.0% Form Work 25.00 M2 50% 15% 7.5% 7.5% Pouring Concrete 11.08 M3 50% 15% 7.5% 7.5% Strip & Finishing 25.00 M2 50% 20% 10.0% 10.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% Hand over to Mech,Piping Work to Others 1.00 NOS 50% 5% 2.5% 2.5% From : G5-712 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 3.50 TON 50% 40% 20.0% 20.0% Form Work 25.00 M2 15% Pouring Concrete 11.08 M3 15% Strip & Finishing 25.00 M2 20% From : G1 - G3 / 702-707 (Slab) 100% 6.0% 186.79 11.21 Rebar Work 5.00 TON 15% 40% 6.0% Form Work 50.00 M2 15% Pouring Concrete 250.00 M3 15% Strip & Finishing 50.00 M2 20% From : G3 - G5 / 702-707 (Slab) 100% 6.0% 186.79 11.21 Rebar Work 5.00 TON 15% 40% 6.0% Form Work 50.00 M2 15% Pouring Concrete 250.00 M3 15% Strip & Finishing 50.00 M2 20% From : G1 - G3 / 707-712 (Slab) 100% 6.0% 186.79 11.21 Rebar Work 5.00 TON 15% 40% 6.0% Form Work 50.00 M2 15% Pouring Concrete 250.00 M3 15% Strip & Finishing 50.00 M2 20% From : G3 - G5 / 707-712 (Slab) 100% 6.0% 186.79 11.21 CMPL Improved Page 22 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 5.00 TON 15% 40% 6.0% Form Work 50.00 M2 15% Pouring Concrete 250.00 M3 15% Strip & Finishing 50.00 M2 20% From : G6-701 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 6.00 TON 50% 40% 20.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G7-701 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 6.00 TON 50% 40% 20.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G8-701 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 6.00 TON 50% 40% 20.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G6-703 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 6.00 TON 50% 40% 20.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G7-703 (Column) 100% 20.0% 186.79 37.36 20.0% Rebar Work 6.00 TON 50% 40% 20.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G8-703 (Column) 100% 186.79 Rebar Work 6.00 TON 40% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G6-705 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G7-705 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G8-705 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G6-708 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 3.50 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G7-708 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 3.50 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G8-708 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 3.50 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G6-710 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G7-710 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G8-710 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G6-712 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% CMPL Improved Page 23 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Strip & Finishing 50.00 M2 20% From : G7-712 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G8-712 (Column) 100% 28.0% 186.79 52.30 20.0% Rebar Work 6.00 TON 70% 40% 28.0% 20.0% Form Work 50.00 M2 15% Pouring Concrete 24.84 M3 15% Strip & Finishing 50.00 M2 20% From : G6 - G8 / 701-705 (Slab) 100% 6.0% 186.79 11.21 Rebar Work 5.00 TON 15% 40% 6.0% Form Work 30.00 M2 15% Pouring Concrete 100.00 M3 15% Strip & Finishing 30.00 M2 20% From : G6 - G8 / 705-712 (Slab) 100% 6.0% 186.79 11.21 Rebar Work 5.00 TON 15% 40% 6.0% Form Work 30.00 M2 15% Pouring Concrete 100.00 M3 15% Strip & Finishing 30.00 M2 20% C8002020 010409 01 FOUNDATION FOR BLDG (SS-19) -N80 47 5142.88 100.0% 5,142.88 5,142.88 0.11% 0.11% 100.0% 0.11% From : G71-761 100% 100% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G71-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G71-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G71-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G72-761 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G72-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G72-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G72-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G73-761 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G73-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% CMPL Improved Page 24 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G73-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G73-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G74-761 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G74-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G74-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G74-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G75-761 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G75-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G75-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G75-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G76-761 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G76-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% CMPL Improved Page 25 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : G76-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G76-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G77-761 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G77-762 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G77-763 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% From : G77-764 100% 100.0% 183.67 183.67 100.0% Excavation 17.86 M3 100% 10% 10.0% 10.0% Rebar Work 0.71 TON 100% 30% 30.0% 30.0% Form Work 21.43 M2 100% 10% 10.0% 10.0% Pouring Concrete 15.36 M3 100% 15% 15.0% 15.0% Strip & Finishing 21.43 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 15.36 M3 100% 15% 15.0% 15.0% C8002030 010409 01 FOUNDATION FOR TRANS, SHED, BLAST WALL (SS-19) -N80 43 4618.10 100.0% 4,618.10 4,618.10 0.10% 0.10% 100.0% 0.10% From : G71-G72 100% 100.0% 769.68 769.68 100.0% Excavation 8.33 M3 100% 10% 10.0% 10.0% Rebar Work 0.34 TON 100% 30% 30.0% 30.0% Form Work 10.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.00 M3 100% 15% 15.0% 15.0% From : G72-G73 100% 100.0% 769.68 769.68 100.0% Excavation 8.33 M3 100% 10% 10.0% 10.0% Rebar Work 0.34 TON 100% 30% 30.0% 30.0% Form Work 10.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.00 M3 100% 15% 15.0% 15.0% From : G73-G74 100% 100.0% 769.68 769.68 100.0% Excavation 8.33 M3 100% 10% 10.0% 10.0% Rebar Work 0.34 TON 100% 30% 30.0% 30.0% Form Work 10.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.00 M3 100% 15% 15.0% 15.0% From : G74-G75 100% 100.0% 769.68 769.68 100.0% Excavation 8.33 M3 100% 10% 10.0% 10.0% Rebar Work 0.34 TON 100% 30% 30.0% 30.0% Form Work 10.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.00 M3 100% 15% 15.0% 15.0% From : G75-G76 100% 100.0% 769.68 769.68 100.0% Excavation 8.33 M3 100% 10% 10.0% 10.0% Rebar Work 0.34 TON 100% 30% 30.0% 30.0% Form Work 10.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.00 M3 100% 15% 15.0% 15.0% From : G76-G77 100% 100.0% 769.68 769.68 100.0% Excavation 8.33 M3 100% 10% 10.0% 10.0% Rebar Work 0.34 TON 100% 30% 30.0% 30.0% Form Work 10.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 6.67 M3 100% 15% 15.0% 15.0% Strip & Finishing 10.00 M2 100% 10% 10.0% 10.0% Backfiling& Compaction 4.00 M3 100% 15% 15.0% 15.0% C8002040 010409 01 RC WORK (SS-19) -N80 76 9341.16 92.9% 9,341.16 8,674.77 0.19% 0.18% 90.1% 0.17% From : 761-762 Grid G71-G72 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% CMPL Improved Page 26 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 761-762 Grid G72-G73 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 762-763 Grid G71-G72 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 762-763 Grid G72-G73 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 763-764 Grid G71-G72 100% 98.0% 518.95 508.57 95.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 80% 5% 4.0% 2.5% Hand over to Mech,Piping Work to Others 1.00 M3 80% 5% 4.0% 2.5% From : 763-764 Grid G72-G73 100% 65.4% 518.95 339.39 55.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 64% 15% 9.6% 7.5% Pouring Concrete 4.33 M2 52% 15% 7.8% 7.5% Strip & Finishing 13.33 M3 40% 20% 8.0% Clear Punchlist 1.00 M2 5% Hand over to Mech,Piping Work to Others 1.00 M3 5% From : 761-762 Grid G73-G74 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 761-762 Grid G74-G75 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 762-763 Grid G73-G74 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 762-763 Grid G74-G75 100% 98.0% 518.95 508.57 97.5% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 60% 5% 3.0% 2.5% From : 763-764 Grid G73-G74 100% 89.7% 518.95 465.50 65.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 92% 15% 13.8% 7.5% Pouring Concrete 4.33 M2 98% 15% 14.7% 7.5% Strip & Finishing 13.33 M3 98% 20% 19.6% 10.0% Clear Punchlist 1.00 M2 32% 5% 1.6% Hand over to Mech,Piping Work to Others 1.00 M3 5% From : 763-764 Grid G74-G75 100% 40.0% 518.95 207.58 40.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 15% Pouring Concrete 4.33 M2 15% Strip & Finishing 13.33 M3 20% Clear Punchlist 1.00 M2 5% Hand over to Mech,Piping Work to Others 1.00 M3 5% From : 761-762 Grid G75-G76 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 761-762 Grid G76-G77 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 762-763 Grid G75-G76 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 762-763 Grid G76-G77 100% 100.0% 518.95 518.95 100.0% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 100% 5% 5.0% 5.0% From : 763-764 Grid G75-G76 100% 99.0% 518.95 513.76 97.5% Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 100% 15% 15.0% 15.0% Strip & Finishing 13.33 M3 100% 20% 20.0% 20.0% Clear Punchlist 1.00 M2 100% 5% 5.0% 5.0% Hand over to Mech,Piping Work to Others 1.00 M3 80% 5% 4.0% 2.5% From : 763-764 Grid G76-G77 100% 81.5% 518.95 422.94 72.5% CMPL Improved Page 27 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 1.00 M3 100% 40% 40.0% 40.0% Form Work 8.33 TON 100% 15% 15.0% 15.0% Pouring Concrete 4.33 M2 70% 15% 10.5% 7.5% Strip & Finishing 13.33 M3 70% 20% 14.0% 10.0% Clear Punchlist 1.00 M2 40% 5% 2.0% Hand over to Mech,Piping Work to Others 1.00 M3 5% C8002050 010409 01 FLOOR CONCRETE (SS-19) -N80 22 2309.05 100.0% 2,309.05 2,309.04 0.05% 0.05% 100.0% 0.05% From : 761-762 Grid G71-G72 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 125.00 M2 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 150.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 150.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 761-762 Grid G72-G73 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 762-763 Grid G71-G72 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 762-763 Grid G72-G73 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 125.00 M2 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 150.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 150.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 763-764 Grid G71-G72 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 763-764 Grid G72-G73 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 761-762 Grid G73-G74 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 125.00 M2 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 150.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 150.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 761-762 Grid G74-G75 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 762-763 Grid G73-G74 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 762-763 Grid G74-G75 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 125.00 M2 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 150.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 150.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 763-764 Grid G73-G74 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 763-764 Grid G74-G75 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% CMPL Improved Page 28 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 From : 761-762 Grid G75-G76 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 125.00 M2 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 150.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 150.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 761-762 Grid G76-G77 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 762-763 Grid G75-G76 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 762-763 Grid G76-G77 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 125.00 M2 100% 10% 10.0% 10.0% Rebar Work 5.00 TON 100% 30% 30.0% 30.0% Form Work 150.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 150.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 763-764 Grid G75-G76 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% From : 763-764 Grid G76-G77 100% 100.0% 128.28 128.28 100.0% Moisture Barrier 150.00 M2 100% 10% 10.0% 10.0% Rebar Work 6.00 TON 100% 30% 30.0% 30.0% Form Work 175.00 M2 100% 10% 10.0% 10.0% Pouring Concrete 10.00 M3 100% 15% 15.0% 15.0% Strip & Finishing 175.00 M2 100% 10% 10.0% 10.0% Joint Treatment 1.00 M3 100% 15% 15.0% 15.0% PACKAGING SYSTEM & WAREHOUSE (Area-8) CIVIL WORK 1,601 115850.00 115,850.00 C9000510 010410 01 EQPT FOUNDATION -N90 89 4697.70 100% 15.0% 4697.70 704.65 0.10% 0.01% 15.0% 0.01% Excavation 330.00 M3 10% Rebar Work 50.00 TON 50% 30% 15.0% 15.0% Form Work 200.00 M2 10% Pouring Concrete 100.00 M3 15% Strip & Finishing 200.00 M2 10% Backfiling& Compaction 220.00 M3 15% C9000520 010410 01 PIPE RACK FOUNDATION -N90 89 4697.70 100% 1.3% 4697.70 61.07 0.10% 0.00% Excavation 150.00 M3 13% 10% 1.3% Rebar Work 50.00 TON 30% Form Work 100.00 M2 10% Pouring Concrete M3 15% Strip & Finishing M2 10% Backfiling& Compaction M3 15% Clear Punchlist NOS 5% Hand over to Mech,Piping Work to Others NOS 5% C9000530 010410 01 EQPT STR FOUNDATION -N90 84 5892.03 30.6% 5892.03 1803.62 0.12% 0.04% 28.6% 0.04% From: 811- H31 100% 45.0% 327.33 147.30 45.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H32 100% 45.0% 327.33 147.30 45.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H33 100% 45.0% 327.33 147.30 45.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H34 100% 45.0% 327.33 147.30 45.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 50% 10% 5.0% 5.0% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H35 100% 40.0% 327.33 130.93 40.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 10% CMPL Improved Page 29 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H36 100% 40.0% 327.33 130.93 40.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H37 100% 40.0% 327.33 130.93 40.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H38A 100% 40.0% 327.33 130.93 40.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 811- H38B 100% 40.0% 327.33 130.93 40.0% Excavation 75.00 M3 100% 10% 10.0% 10.0% Rebar Work 6.50 TON 100% 30% 30.0% 30.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H31 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H32 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H33 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H34 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H35 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H36 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H37 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H38A 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% From: 812- H38B 100% 19.0% 327.33 62.19 15.0% Excavation 75.00 M3 10% 10% 1.0% CMPL Improved Page 30 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Rebar Work 6.50 TON 60% 30% 18.0% 15.0% Form Work 45.00 M2 10% Pouring Concrete 7.22 M3 15% Strip & Finishing 45.00 M2 10% Backfiling& Compaction 50.00 M3 15% C9002020 010410 01 FOUNDATION / RETAINING WALL -N90 66 9315.77 70.4% 9,315.77 6,555.20 0.19% 0.14% 64.7% 0.13% From : 801-802 Grid H1-H3 100% 44.6% 388.16 173.12 Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 73% 35% 25.6% 17.5% Form Work 36.75 M2 27% 15% 4.1% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H3-H5 100% 44.6% 388.16 173.12 32.5% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 73% 35% 25.6% 17.5% Form Work 36.75 M2 27% 15% 4.1% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H5-H7 100% 25.0% 388.16 97.04 25.0% Excavation 183.33 M3 50% 15% 7.5% 7.5% Rebar Work 15.75 TON 50% 35% 17.5% 17.5% Form Work 36.75 M2 15% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H7-H10 100% 25.0% 388.16 97.04 25.0% Excavation 183.33 M3 50% 15% 7.5% 7.5% Rebar Work 15.75 TON 50% 35% 17.5% 17.5% Form Work 36.75 M2 15% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H10-H12 100% 25.0% 388.16 97.04 25.0% Excavation 183.33 M3 50% 15% 7.5% 7.5% Rebar Work 15.75 TON 50% 35% 17.5% 17.5% Form Work 36.75 M2 15% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H12-H14 100% 27.4% 388.16 106.36 25.0% Excavation 183.33 M3 66% 15% 9.9% 7.5% Rebar Work 15.75 TON 50% 35% 17.5% 17.5% Form Work 36.75 M2 15% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H14-H16 100% 32.5% 388.16 126.15 32.5% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 50% 35% 17.5% 17.5% Form Work 36.75 M2 15% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H16-H18 100% 32.9% 388.16 127.51 32.5% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 51% 35% 17.9% 17.5% Form Work 36.75 M2 15% Pouring Concrete 62.50 M3 15% Strip & Finishing 36.75 M2 10% From : 801-802 Grid H18-H20 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 801-802 Grid H20-H22 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 801-802 Grid H22-H24 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 801-802 Grid H24-H26 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 803-804 Grid H1-H3 100% 49.1% 388.16 190.59 32.5% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 73% 35% 25.6% 17.5% Form Work 36.75 M2 41% 15% 6.2% Pouring Concrete 62.50 M3 16% 15% 2.4% Strip & Finishing 36.75 M2 10% From : 803-804 Grid H3-H5 100% 64.0% 388.16 248.23 47.5% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 83% 35% 29.1% 17.5% CMPL Improved Page 31 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Form Work 36.75 M2 71% 15% 10.7% 7.5% Pouring Concrete 62.50 M3 51% 15% 7.7% 7.5% Strip & Finishing 36.75 M2 16% 10% 1.6% From : 803-804 Grid H5-H7 100% 70.1% 388.16 271.90 65.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 72% 15% 10.8% 7.5% Pouring Concrete 62.50 M3 51% 15% 7.7% 7.5% Strip & Finishing 36.75 M2 16% 10% 1.6% From : 803-804 Grid H7-H10 100% 83.1% 388.16 322.36 70.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 88% 15% 13.2% 7.5% Pouring Concrete 62.50 M3 85% 15% 12.8% 7.5% Strip & Finishing 36.75 M2 71% 10% 7.1% 5.0% From : 803-804 Grid H10-H12 100% 88.3% 388.16 342.74 80.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 88% 15% 13.2% 7.5% Strip & Finishing 36.75 M2 76% 10% 7.6% 5.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : 803-804 Grid H12-H14 100% 88.3% 388.16 342.74 80.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 88% 15% 13.2% 7.5% Strip & Finishing 36.75 M2 76% 10% 7.6% 5.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : 803-804 Grid H14-H16 100% 89.1% 388.16 345.85 80.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 88% 15% 13.2% 7.5% Strip & Finishing 36.75 M2 84% 10% 8.4% 5.0% Clear Punchlist 1.00 NOS 50% 5% 2.5% 2.5% From : 803-804 Grid H16-H18 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 803-804 Grid H18-H20 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 803-804 Grid H20-H22 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 803-804 Grid H22-H24 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% From : 803-804 Grid H24-H26 100% 100.0% 388.16 388.16 100.0% Excavation 183.33 M3 100% 15% 15.0% 15.0% Rebar Work 15.75 TON 100% 35% 35.0% 35.0% Form Work 36.75 M2 100% 15% 15.0% 15.0% Pouring Concrete 62.50 M3 100% 15% 15.0% 15.0% Strip & Finishing 36.75 M2 100% 10% 10.0% 10.0% C9002040 010410 01 SOIL FILLING -N90 89 7086.36 95.0% 7,086.36 6,732.04 0.15% 0.14% 93.8% 0.14% Block-A 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-B 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-C 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-D 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-E 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-F 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-G 100% 100.0% 885.79 885.79 100.0% Backfilling and Compaction 350.00 M3 100% 100% 100.0% 100.0% Block-H 100% 60.0% 885.79 531.48 50.0% Backfilling and Compaction 2800.00 M3 60% 100% 60.0% 50.0% OTHER FACILITIES(Area-9) CIVIL WORK 957 198560.00 C0000510 010411 01 SOIL IMPROVEMENT -N00(KELLER) 25 5197.91 100% 100.0% 5,197.91 5,197.91 0.1079% 0.11% 100.0% 0.11% Installation of well point 100.00 NOS 100% 2% 2.0% 2.0% setting out of stone column 1421.00 NOS 100% 2% 2.0% 2.0% Pre-CPT 20.00 NOS 100% 2% 2.0% 2.0% Pilot Test 1.00 NOS 100% 2% 2.0% 2.0% Finishing Column Installation 5446.00 M 100% 25% 25.0% 25.0% Reactor Column Installation 990.00 M 100% 25% 25.0% 25.0% Silo Column Installation 8442.00 M 100% 25% 25.0% 25.0% Post CPT 20.00 NOS 100% 2% 2.0% 2.0% Plate Load Test 3.00 NOS 100% 2% 2.0% 2.0% Rough Grading 500.00 M3 100% 3% 3.0% 3.0% CMPL Improved Page 32 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Clear Punch list 1.00 NOS 100% 5% 5.0% 5.0% Completed 1.00 NOS 100% 5% 5.0% 5.0% C0000520 010411 01 EARTH WORK FOR U/G PIPING -N00 113 30979.52 89.2% 30,979.52 27,618.31 0.64% 0.57% 88.3% 0.57% Block-A 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-B 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-C 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-D 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-E 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-F 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-G 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-H 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-I 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-J 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-K 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-L 100.00% 1548.98 1,548.98 100.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 100% 5% 5.0% 5.0% Block-M 95.00% 1548.98 1,471.53 95.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 5% Block-N 95.00% 1548.98 1,471.53 95.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 5% Block-O 95.00% 1548.98 1,471.53 95.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 5% Block-P 95.00% 1548.98 1,471.53 95.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 5% Block-Q 95.00% 1548.98 1,471.53 95.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 100% 5% 5.0% 5.0% Hand over to Piping Works 1.00 NOS 5% Block-R 90.00% 1548.98 1,394.08 90.0% Excavation 25.00 M3 100% 90% 90.0% 90.0% Sand bedding for Piping 12.50 M3 5% Hand over to Piping Works 1.00 NOS 5% Block-S 18.00% 1548.98 278.82 Excavation 25.00 M3 20% 90% 18.0% Sand bedding for Piping 12.50 M3 5% Hand over to Piping Works 1.00 NOS 5% Block-T 1548.98 Excavation 25.00 M3 90% Sand bedding for Piping 12.50 M3 5% Hand over to Piping Works 1.00 NOS 5% C0000530 010411 01 PRECAST(FOUNDATION, CABLE TRENCH, MH) -N00 96 24949.95 90.5% 24,949.95 22,575.54 0.52% 0.47% 90.5% 0.47% FOUNDATION 100% 90.1% 8316.65 7,489.14 90.1% Form Works 50.00 NOS 93% 35% 32.6% 32.6% Rebars 50.00 NOS 93% 25% 23.3% 23.3% Precast of Concrete 50.00 NOS 92% 25% 23.0% 23.0% Hand over to Mech,Piping Work to Others 50.00 NOS 75% 15% 11.3% 11.3% CABLE TRENCH - N00 100% 88.1% 8316.65 7,326.97 88.1% Form Works 40.00 NOS 91% 35% 31.9% 31.9% Rebars 40.00 NOS 92% 25% 23.0% 23.0% Precast of Concrete 40.00 NOS 91% 25% 22.8% 22.8% Hand over to Mech,Piping Work to Others 40.00 NOS 70% 15% 10.5% 10.5% MANHOLE 100% 93.3% 8316.65 7,759.43 93.3% Excavation 100.00 NOS 98% 35% 34.3% 34.3% Precast Concrete 100.00 NOS 96% 25% 24.0% 24.0% Installation of Concrete 100.00 NOS 92% 25% 23.0% 23.0% Hand over to Mech,Piping Work to Others 100.00 NOS 80% 15% 12.0% 12.0% C0000590 010411 01 STORM DITCH (AROUND PRODUCT W/H) -N00 90 18712.46 20.8% 18712.46 3882.84 0.39% 0.08% 20.0% 0.08% Construct Storm Ditch ( Lay-out 1 / 8) 100% 60.0% 2339.06 1403.44 60.0% Excavation 2000.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 100% 25% 25.0% 25.0% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Construct Storm Ditch ( Lay-out 2 / 8) 100% 50.0% 2339.06 1169.53 47.5% Excavation 2000.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 60% 25% 15.0% 12.5% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Construct Storm Ditch ( Lay-out 3 / 8) 100% 35.0% 2339.06 818.67 35.0% Excavation 2000.00 M3 100% 35% 35.0% 35.0% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% CMPL Improved Page 33 of 34

CIVIL CATEGORY CONSTRUCTION ACTIVITIES APPENDIX-V WEEK NO. 12 ACT WBS TITLE DURATION (DAY) RESOURCE AMOUNT (MH) Total BOQ Unit Weight for each Level6 activity Project Progress CMPL % Weight Value for Level7 Progress Value BOQ 4,815,410 Construct Storm Ditch ( Lay-out 4 / 8) 100% 21.0% 2339.06 491.20 17.5% Excavation 2000.00 M3 60% 35% 21.0% 17.5% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Construct Storm Ditch ( Lay-out 5 / 8) 100% 2339.06 Excavation 2000.00 M3 35% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Construct Storm Ditch ( Lay-out 6 / 8) 100% 2339.06 Excavation 2000.00 M3 35% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Construct Storm Ditch ( Lay-out 7 / 8) 100% 2339.06 Excavation 2000.00 M3 35% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% Construct Storm Ditch ( Lay-out 8 / 8) 100% 2339.06 Excavation 2000.00 M3 35% Installation of Precast Concrete/ Concrete Pouring 200.00 M3 25% Backfilling & Compaction M 25% Hand over to Mech,Piping Work to Others NOS 15% AREA TOTALS 4.19% 4.03% CMPL Improved Page 34 of 34

APPENDIX-VI

APPENDIX-VI Page 1 of 1 PROJECT CASH FLOW STATISTICAL DATA ANALYSIS Month Cumulative (%) Cumulative Payment (USD) Monthly t-test: Paired Two Sample for Means Actual Plan Actual Plan Actual Plan 1 0.00 10.00 0 29,800,000 0 29,800,000 Actual Plan 2 0.00 10.00 0 29,800,000 0 0 Mean 7,865,485.71 8,514,265.97 3 0.00 10.07 0 30,002,731 0 202,731 Variance 6.97479E+13 4.2948E+13 4 0.00 10.19 0 30,352,873 0 350,142 Observations 35.00 35.00 5 10.00 10.52 29,800,000 31,353,251 29,800,000 1,000,378 Pearson Correlation 0.23 6 10.59 11.63 31,573,000 34,646,430 1,773,000 3,293,179 Hypothesized Mean Difference 0.00 7 11.53 13.65 34,362,000 40,669,422 2,789,000 6,022,992 df 34.00 8 13.28 15.54 39,583,000 46,308,778 5,221,000 5,639,357 t Stat -0.41 9 15.00 17.99 44,692,000 53,608,819 5,109,000 7,300,040 P(T<=t) one-tail 0.34 10 17.69 22.45 52,705,000 66,902,498 8,013,000 13,293,679 t Critical one-tail 1.69 11 21.54 25.90 64,198,000 77,189,771 11,493,000 10,287,273 P(T<=t) two-tail 0.68 12 21.54 28.73 64,198,000 85,617,328 0 8,427,556 t Critical two-tail 2.03 13 24.75 31.50 73,763,000 93,869,478 9,565,000 8,252,150 14 26.96 35.12 80,352,000 104,661,793 6,589,000 10,792,315 15 34.14 39.01 101,733,000 116,248,887 21,381,000 11,587,094 16 36.24 41.64 108,009,000 124,096,189 6,276,000 7,847,302 17 38.71 45.64 115,341,000 136,006,034 7,332,000 11,909,845 18 41.40 49.63 123,366,000 147,884,053 8,025,000 11,878,019 19 44.17 52.97 131,618,000 157,848,445 8,252,000 9,964,392 20 44.93 58.51 133,899,000 174,362,998 2,281,000 16,514,552 21 55.58 64.79 165,633,000 193,079,445 31,734,000 18,716,448 22 59.88 70.99 178,429,000 211,546,144 12,796,000 18,466,698 23 68.37 76.14 203,732,000 226,903,627 25,303,000 15,357,484 24 71.81 79.88 214,004,000 238,032,269 10,272,000 11,128,642 25 74.50 83.54 222,023,000 248,939,815 8,019,000 10,907,546 26 77.22 86.06 230,121,000 256,464,875 8,098,000 7,525,059 27 77.65 88.58 231,406,000 263,966,235 1,285,000 7,501,360 28 81.59 90.56 243,141,000 269,864,019 11,735,000 5,897,784 29 83.41 91.96 248,574,000 274,047,545 5,433,000 4,183,526 30 89.27 93.26 266,027,000 277,909,724 17,453,000 3,862,179 31 90.46 94.42 269,567,000 281,384,445 3,540,000 3,474,721 32 92.38 95.00 275,292,000 283,100,000 5,725,000 1,715,555 33 92.38 95.00 275,292,000 283,100,000 0 0 34 92.38 100.00 275,292,000 298,000,000 0 14,900,000 35 92.38 100.00 275,292,000 298,000,000 0 0