highway cost estimating manual ... b", "

Highways Cost Estimating

Using theELEMENTAL PARAMETRIC

METHOD

Version 1.1

USER MANUAL

DISCLAIMER: E. Wolski Consulting under contract to the Ministry ofTransportation developed the Elemental Parametric Method of Estimatingdescribed in this manual. To the best of our knowledge, the methodology andinformation used in developing the estimating spreadsheet is as accurate andup-to-date as possible. E. Wolski Consulting assumes no responsibility for theaccuracy or completeness of the results produced with it, or the consequences oftheir subsequent use.

ESTIMATING MANUAL

EW August 21, 2001

Highway Cost Estimating Manual Using theElemental Parametric Method

Table of Contents

Introduction ……………………………………………………………. Page 4System and Operator Requirements ………………………………… Page 4User Support …………………………………………………………… Page 5What is Elemental Parametric Estimating ?…………………………. Page 5The Steps of Estimating ………………………………………………. Page 5

Define the Type of Estimate ………………………………….. Page 5Develop the Work Breakdown Structure for the Project …… Page 6Develop a Scope for each part of the project ………………. Page 8Develop an Estimate for each Section ……………………… Page 9Summarize the estimates……………………………………… Page 10Print, Bind, and Store the Estimate Information ……………. Page 10

Updating Estimates and Retaining Old Estimates …………………. Page 10Overview of the Excel Workbook BlkEst 6.0 ……………………….. Page 11Preparing the Spreadsheet for Use ………………………………….. Page 13Overall Rules When Using the Spreadsheet ……………………….. Page 15Outline of Working Through the Estimate Sheets ………………….. Page 17

Step 1 Page Header and Footer Step-up ………………….. Page 17Step 2 Estimate Sheet Header Description ……………….. Page 20Step 3 Save As “new estimate name”………………………. Page 17 Step 4 Enter existing conditional (Optional)………………. Page 17Step 5 Grade Construction Element – Quick Review ……. Page 23Step 5 Grade Construction Element – Detailed Process … Page 25

Quantities Not Available …………………………….. Page 27 Quantities Are Available from Design ……………… Page 28 Material Distribution and Costing …………………… Page 30

Step 5 Pricing and Quantifying – Grade Construction ……. Page 32Step 6 Paving Construction Element ……………………….. Page 36Step 7 Structural Construction Element ……………………. Page 38

Bridges ………………………………………………… Page 38 Retaining Walls ………………………………………. Page 39 Tunnels ……………………………………………….. Page 40 Portals and Snowsheds …………………………….. Page 43

Step 8 Operational Construction Element …………………. Page 44Step 9 Roadside Construction Element ……………………. Page 46

ESTIMATING MANUAL

EW August 21, 2001

Highway Cost Estimating Manual Using theElemental Parametric Method

Table of Contents

Step 10 Other Construction Element………………………….. Page 47 Railroad/crossing ……………………………………. Page 48 Marine Work …………………………………………. Page 48 Environmental Mitigation …………………………… Page 48

Step 11 Utility Element ……………………………………….. Page 49 Hydro, Telephone, Pipelines, Telecommunication.. Page 49

Step 12 Design and Supervision Element ………………….. Page 51 Design ………………………………………………… Page 53 Supervision ………………………………………….. Page 54

Step 13 Land Element ………………………………………. Page 55 Acquisition of Land …………………………………. Page 55 Associated Costs …………………………………… Page 56

Step 14 Planning and Preliminary Design Element ………. Page 58Step 15 Project Management Element …………………….. Page 60

Project Management Cost to include Land ……… Page 60Step 16 Management Reserve ……………………………… Page 62Step 17 Escalation Element …………………………………. Page 63Step 18 Summary Page Review ……………………………. Page 65Step 19 Review of the first estimate ……………………….. Page 19Step 20 Start next estimate ……………………………… Page 19Step 21 Complete next estimate…………………………… Page 19Step 22 Linking all the estimate into the sum of estimates Page 67

Difference Between SUMOFEST and SUMOFSUM Page 68 Linking Summary Worksheets ……………………… Page 69 Linking Estimates to Make Global Changes ……… Page 70

Step 23 Saving time by using completed estimates ………. Page 19Step 24 Review Project and Save…………………………… Page 24Step 25 Print Estimates and summary, Store in Binder ….. Page 19

AppendicesStandard Estimate Worksheet…………………………………. ASummary of Estimates Report………………………………… BSummary of Summaries Report ……………………………… CDifference Report ……………………………………………… DActivity Item List ……………………………………………….. EActivity item Description ………………………………………. F

ESTIMATING MANUAL

EW August 21, 2001

Highway Cost Estimating Manual

Using the

Elemental Parametric Method

IntroductionThis manual accompanies the spreadsheet file BlkEst 6.0.xls. Together, theyprovide a framework to rigourously estimate the cost of a highway constructionproject in Canada. BlkEst 6.0 can estimate projects of many sizes, from singleintersections to multiyear projects worth many hundreds of millions of dollars. BlkEst 6.0 is a project estimating spreadsheet, and does not provide for costtracking or project management. On the other hand, it uses a set of cost trackingcategories and cost centers which can be carried forward to other software forproject accounting and management purposes – all the way to the coding ofcontractors' invoices.

System and Operator RequirementsBlkEst 6.0 requires Microsoft Excel 97 or higher, running under Windows 95, 98,NT, or higher. The spreadsheet easily reaches a megabyte in size when used, sothe computer on which it runs should be more robust than the minimum required torun the operating system and Excel. Since estimates can take many days todevelop fully and thus represent a large investment of skilled labour, the computermust be subject to regular, secure data backups.To use this spreadsheet, one needs:

� A modest working knowledge of highway construction and estimating terms.

� Familiarity with basic Excel operations. Examples: how to edit a formula, howto use the Goal Seek tool, how to link spreadsheets.

� Familiarity with what not to do in a spreadsheet, such as type over a formulawhen inserting text, or insert a column where it will affect a summarizingformula elsewhere.

� The rudiments of Parametric Estimating, which the rest of this Introduction willteach.

� The step-by-step instructions for filling in the parameter values, as explained inthe body of this manual.

ESTIMATING MANUAL

EW August 21, 2001

User SupportIf you require help which this manual does not provide, contact the author:

Ernest Wolski, A.Sc.T. at (250) 744-1107

What is Elemental Parametric Estimating?This spreadsheet builds up the estimate of a highway project from the expectedcost of its elements and its parameters. The elements are the building blocks ofthe highway, such as, grade, structural, paving, operation construction, utilities,and so on. The parameters are the variables which need to be defined, such as,number of lanes, lane widths, depth of materials, number of culverts per kilometerfor drainage, tunnel width and height, and so on. Element Parametric Estimating isthe combination of elements, parameter and predefined activities within eachelement. It does not provide a breakdown of traditional labour and materials, but thebreakdown it does provide is superior for decision-making as a project takesshape.It would appear from the foregoing that a parametric estimate has to wait until aproject is being designed in detail, so all the parameters are known and can bepriced. In fact, parametric estimating (and this spreadsheet) can be used for theearliest estimates; one simply enters the relatively few known parameters anduses assumptions for the rest. One still obtains a workable estimate for earlyplanning and budgeting. Later, as assumptions are gradually replaced with knownquantities, the parametric estimate becomes more defined and can be comparedto the original estimate.

The Steps of EstimatingA. Define the type of estimate B. Develop a Work Breakdown Structure for the project.C. Develop a scope for each part of the project.D. Develop a parametric estimate for each road type in that part of the project.E. Summarize the estimates.F. Print, bind and store the completed Project Estimate for ongoing reference.

A. Define the Type of EstimateThe four types of estimate are Conceptual, Functional, Preliminary, and DetailedDesign. If Elemental Parametric Estimating is used for each type, then thesuccessive estimates will all have identical categories, and a welcome consistencyfrom one type of estimate to the next.

ESTIMATING MANUAL

EW August 21, 2001

B. Develop the Work Breakdown Structure for the ProjectA consistent Work Breakdown Structure for the entire Project is a major ingredientfor getting accurate estimates in an efficient time frame. We will first describe theWBS for a very large project, then suggest where smaller projects can employ asimpler one.

Figure 1.01

In Figure 1.01, a large project is divided into sub-projects:

� The limits of a sub-project should be defined so that the sub-project is adeliverable. A deliverable means that each sub-project can be built andcan operate without the others being completed.

� Each project can have its own management.Each sub-project can be divided into Divisions or Sites:

� This is a smaller geographic area, perhaps also a deliverable.

� Having divisions within a sub-project allows for alternate alignments tobe estimated during the earlier design phases (earlier estimate types).

ESTIMATING MANUAL

EW August 21, 2001

Figure 1.02

Within a Division, each different type of road becomes a Section, and gets its ownEstimate. Figure 1.02 explains the relation between division, road type, andestimate.

� Assume that Figure 1.02 represents one division within a sub-project.The "Main Road" in this division is the best place to start the workbreakdown structure, and it could be broken into two sections: one isfrom the far left to a point between the bridge and the grade separation,and the second runs from there to the far right side of the division. Eachof these two sections gets its own estimate. Note that if one section hadtwo lanes and the other had four, then we would be faced with twodistinct Road Types, and the two separate estimates would be reallynecessary. As it is, a reason for two sections is not clear (and one neednot have a reason beyond estimating convenience), but it could have todo with each section being over different terrain and thus requiringdifferent treatments in the sub-base.

� Next in the WBS come the cross roads: each intersection and a certainlength of its cross roads becomes another section with an estimate.One estimates the intersection's acceleration, deceleration, and left-turnlanes, its signals and signage as part of the cross road section, not themain road section in the same vicinity.

� Note that one can provide an "A" estimate for a section that includes aninterchange, and another "B" estimate that includes a signal-controlledintersection, and another "C" estimate with just a grade separation.

ESTIMATING MANUAL

EW August 21, 2001

These become either-or options for arriving at the optimal solution ifbudget becomes a problem.

The methodology then is to put the main piece of road in the WBS first; then addthe second piece of road; then the third, etc., until all roads in the division arelogically broken down.

C. Develop a Scope for each part of the project

Figure 1.03

ESTIMATING MANUAL

EW August 21, 2001

Figure 1.03, "Ladysmith", represents a Division that has been broken into eightsections numbered S1 through S8. Beneath the key plan is a summary of eightseparate estimates, one for each section as expected. Below that is the division'sscope. Again, there is a scope for each section. The scope normally conveys the main cost drivers of each section, either in wordsor via a representative cross section: number of lanes, lane widths, shoulder ormedian widths, gravel and asphalt thickness. Also included are special featuresthat impact cost, like bridge length and width, multiplates, etc.So far we have used all the layers of the WBS that Figure 1.01 provides. Smallerprojects can drop the Division level, so the Sub-projects are made up of sectionsonly. (That would mean that "Ladysmith" is a Sub-project with eight Sections,being completed as a single deliverable.) If the overall project is a singledeliverable, then the only levels required by the spreadsheet are one Project,broken into enough logical Sections for reasonable estimating.

D. Develop an Estimate for each Section.At this point, the BlkEst 6.0 spreadsheet comes into play. It becomes theestimator's workpad on which he or she builds the estimates, for one section afteranother. As Figure 1.04 shows, BlkEst 6.0 gives each estimate a further WBS—Elements, Components, and Activity Line Items.

Figure 1.04

There are 13 Elements to be treated in each estimate, and they form the majorparts of each Excel estimate sheet. Examples are Grade Construction, PavingConstruction, Structure Construction, and so on. A full list comes after thisintroduction.Each Element is broken into a few Components. The Grade Constructionelement is typical, having two components: Construction and Engineering. Someelements have more.

ESTIMATING MANUAL

EW August 21, 2001

The lowest level of detail in the estimate is the Activity Line Item. Across allthirteen components, there are 185 line items. A number of cells have been labelled to accept specific pieces of data from thehighway cross-section. These predefined cells are the parameters. They will beexplained one by one in the body of this manual.Another aid on the spreadsheet is the assembly. This is a predefined group ofparameters that estimates one piece of work, such as the group of parameters thatdescribes a tunnel. The total cost of the assembly becomes one line item in theestimate.

E. Summarize the Estimates.Once the individual estimates for a division or sub-project are completed, theirseparate sheets in the BlkEst 6.0 spreadsheet file are linked (added together) intoa summary sheet. Depending on the levels of summary required, one could link allthe estimates to one division; then link those division summaries into a subproject;finally, link those into a project summary.

F. Print, Bind, and Store the Estimate Information.Once the estimate for a project is completed, print all the estimates and attachethem to their key plans and summaries. BlkEst 6.0 provides two sheets witheditable labels for the necessary binders and divider tabs.

Updating Estimates and Retaining Old Estimates.For audit and comparison purposes later, one should define all the estimatescreated at one stage of the project as one series. A series designation (on a setof estimates) appears as a letter prefix to the name of each estimate andsummary, usually for the purpose of comparing different options. For example,there might be an "A" series of estimates in which each estimate sheet has a namebeginning with A, then a "B" series with different assumptions, and so on. A seriesdesignation might also identify the type of estimates: "A" series is the firstconceptual estimate, "D" and "E" are two preliminary estimates, and so on.If an original parametric estimate requires updating (this applies especially tocreating a whole new series, but could also apply to updating only a couple ofestimates in one division), there are two possible approaches.1. Put a revision date in each estimate header, make the necessary changes, and

one has an immediate updated estimate. The problem is that the original basisestimate has disappeared, so any financial comparison must be done manuallyfrom the printed copies.

ESTIMATING MANUAL

EW August 21, 2001

2. A better approach is to prefix all the original estimate names (their sheet or tabnames) with "A____". Then create a new directory or folder, copy all theestimates into this folder, and rename them all as "B____". Now update the "B"estimates as required, and on the Difference summary tab, link the "A" and "B"summaries to create a difference report. Updating estimates by this A-Bmethod helps maintain an audit trail, and is very useful when a project extendsover an extended time period.

Overview of the Excel Workbook BlkEst 6.0Figure 1.05 shows the sheets, or tabs, that are provided in BlkEst 6.0. For the fulldescription of how to use them, see the section "Outline of working through theestimate sheets". Briefer descriptions of the sheets follow Figure 1.05.

Figure 1.05

1. EST-1BLANKThis is the standard estimating sheet that contains all the parameters,components, activity codes, etc. to estimate one section of road. Using it as achecklist, the estimator ensures that all activities either have a value or not, butnone is overlooked. Appendix A in this manual shows the appearance ofEST-1BLANK.

2. SUMOFEST ReportThis abbreviation means Summary of Estimates. Depending on the workbreakdown structure of the project, either all estimates or some of theestimates are linked to SUMOFEST so that it shows their total estimated cost.As presented in BlkEst 6.0, only the first estimate (EST-1BLANK) is linked toSUMOFEST. It is necessary to manually link all the other estimate sheets aswell; the process is described near the end of this manual. Appendix B showsa SUMOFEST report.

3. SUMOFSUMS ReportThis stands for Summary of Summaries, and is a sheet which links together anumber of SUMOFEST reports. One could have a number of divisions whichsummarize to a sub-project, or several sub-project summaries linked to form acomplete project estimate. SUMOFSUMS reports are made from links tosummaries, not from links to individual estimate sheets. Appendix C shows anexample.

4. DIFF100 ReportWhen two alternatives (different costs for the same section or sections of road)have been estimated and a summary produced for each alternative, theDIFF100 Report will demonstrate the difference between them—both the"bottom line" difference and the cost difference for each activity line item in the

ESTIMATING MANUAL

EW August 21, 2001

summaries. One summary is already linked to the DIFF100 report, and thelinking of a second summary (described later) produces the desired result.See Appendix D for a sample report.

5. NameSheetDepending on one's preferences for printing and storing all estimates, thissheet contains labels for all estimates, summaries, and other information. Theprinted sheet of labels can be cut and folded for a set of 8 clear-tab insertableindex dividers. Each label allows 3 lines for input, then copies those lines ontothe back of the tab for folding. Font and colours can be changed manually ifdesired.

6. LabelsAgain depending on preferences, the labels on this sheet fit the spines of many1" and 2" binders.

7. ScopeThe Scope sheet is meant as a guide for estimators as to what informationshould describe the scope of different parts of an estimate or a project. Thisguide is probably more helpful for a concept type of estimate, less helpful for adetailed estimate.

8. TotalThis sheet is designed to show all alternative alignments in the project on onespreadsheet—a means to show what one figuratively calls "Plan A", "Plan B","Plan C", and so on, side-by-side for cost comparison. Unlike the DIFF100report, the Total sheet does not report differences between alternatives, so theone report complements the other. As usual, linking the appropriate alternativeestimates is done manually and explained later. See Appendix E for a sampleof the Total report.

ESTIMATING MANUAL

EW August 21, 2001

Preparing the Spreadsheet for Use

1. Organize your project into a Work Breakdown structure (Project, Sub-projects,Divisions, Estimates).At this point, you will need to know the type of estimate you are undertaking,how many sections you will have to estimate, the scope of each estimate, andthe logical summary collections.

2. Retrieve the blank BlkEst 6.0 sheet from disk, and save it under the new projectfilename to the designated project folder or directory. These instructionsassume that the new filename is "New Project Blank" with the usual .XLSextension.

3. Click on the tab EST-1BLANK. Then click on File/Page Setup.

Figure 1.06

� Alter the Headers and Footers for this sheet to appropriate titles for the newproject estimate. (Do not change its sheet or tab name at this time.)

� On the Sheet dialog box, ensure that comments are not being printed (seeFigure 1.06). Then either print the sheet, or use File/Print Preview, toensure that the printed EST-1BLANK appears in portrait mode on exactly 7paper pages with the summary appearing on page 7. If the sheet requiresmore than seven pages, check the page margins, column widths, orView/Page Break Preview, and make adjustments so that it prints on sevenpages.

ESTIMATING MANUAL

EW August 21, 2001

� Next, print or preview the sheet with the comments being printed at the endof the sheet. With comments, EST-1BLANK should require 12 plus paperpages. Comments are cell referenced, activate the rows and columnsheading as shown in Figure 1.07

Figure 1.07

� Choose either of the options, then click "OK" to save the print settings withyour adjustments. Save the entire New Project Blank.XLS file.

4. Repeat the above step for the SUMOFEST, SUMOFSUMS, and DIFF100sheets in New Project Blank. With new headers and footers in place, each ofthese sheets should print in landscape mode (not portrait) in exactly 10 pages.Again, adjust the margins and page breaks as needed to achieve a 10-pageprint.

5. Save the file as New Project Blank, and then save it again with a new namespecific to the project, and type of estimate, before you. You now have a baseblank estimate for future work, and a starting worksheet for the estimate thatyou are about to create.

ESTIMATING MANUAL

EW August 21, 2001

Overall Rules When Using the Spreadsheet1. Never, never add a line to any sheet. And never add a column, except on

the Summary sheets where these instructions say that you may. Adding a line,even a blank line, will break the links and calculations across sheets. Yourtotals will still appear correct, but some key costs may be missing in thesummaries!

2. Observe the colour conventions:BLUE = values you insert manuallyBLACK = computer calculations, or other fixed items like titles.RED = overrides; cells where you have altered the default calculation.

(This becomes crucial when a new estimate is made from acompleted one.)

3. Protect the spreadsheet while you work on it, to preserve the formulas fromaccidental changes. All the black cells in EST-1BLANK have been protected atshown in Figure 1.08.

Figure 1.08

To make this cell-protection active, click on Tools/Protection, and protect thesheet for Contents and Scenarios as shown in Figure 1.09. This protects thecalculations, but permits you to add comments and add data values to blankcells while the sheet is still protected. For some other operations, like changingthe colour of a cell, you will need to unprotect the sheet, make the change, thenprotect again. The shortcut Alt-T, P, P is useful for doing this with fewer mouseclicks.

ESTIMATING MANUAL

EW August 21, 2001

Figure 1.09

4. Insert comments to document what you do. This is valuable tool for keepingtrack of your thinking and assumptions as you build estimates. Remember thatyou can print the sheet "with comments at end" later, for a written record.

5. Review all the Unit Prices in the first six pages of EST-1BLANK. Unit pricesare in Column E, and also often appear in columns M, N, and O. They aremostly Composite Unit Prices, not tender prices; this means that several tenderwork items are combined into one activity line item on the estimate sheet, andthat line item has a composite price. Here is an example of a composite unitprice that you might derive for rock, and use instead of the default sheet valueof $18 in cell M73:

Item A. Quantity B. Price C. Total Calc'n methodType A Excavation 1000 m³ $8.50 $ 8,500 A × B = CShear Walling 200 m² $28.00 $ 5,600 A × B = CBlasting Mats 1 Ls $2000.00 $ 2,000 A × B = CComposite Rock Price 1000 m³ $ 16.10 $ 16,100 C ÷ A = B

Composite unit prices for use in the spreadsheet may come from previousproject costs, tender records, personal experience, etc. Once all unit prices arechecked and adjusted, they should remain constant for the project — at leastuntil a work item demands a price change.

This completes the preliminary setup of the BlkEst 6.0 sheet, to make it specific foryour project, type of estimate, computer, and printer. Now proceed to the section"Working Through the Estimate Sheets" to build you estimate.

ESTIMATING MANUAL

EW August 21, 2001

OUTLINE OF WORKING THROUGH THE ESTIMATE SHEETSComplete the estimating steps in order. Certain steps depend on others steps beingcompleted, working out of order is not recommended.

STEP1. Headers and footers in print setup must be corrected in the EST-1BLANK

estimate sheet as well as in the summaries. (See “Preparing theSpreadsheet for Use” Step 3 Page 13) If the print setup is not completed, allcopied estimates will require manual correction at a later time. That is timeconsuming and inefficient.

2. Complete the information necessary in the working header of the estimatesheet between rows “3” and “11” and between columns “B” and “O”. For more details see Step 2, Pages 20-22.

3. Rename the estimate sheet (tab) according to the WBS name of the firstsection of road, and save.

4. The existing pavement conditions for this section of estimated road isdefined in lines 424 between column “I” to “O”. This information can beentered after step 5.Optional

5. Proceed to the Grade Construction Element to define the parametersbetween rows “72” and “111” and columns “K” and “O”. Be aware thatsegment length equals road length plus structure lengths. For more details see Step5, Pages 23-35

6. Complete the Paving Construction Element now, because it relates tothe grade construction element. For more details see Step 6, Pages 36-37.

7. Structural Construction Element - Tunnels, Snow sheds, Bridges andRetaining Walls. For more details see Step 7, Pages 38-44.

8. Operational Construction Element – Lighting, Signals, Signage, Barriers,and Pavement markings. For more details see Step 8, Pages 44-45.

9. Roadside Construction Element – Weighscales, Safety Rest Areas, andRest Stops.For more details see Step 9, Pages 46-47.

10. Other Construction– New Railway Construction, Railroad Crossings,Marine work and Environmental Mitigation.For more details see Step 10, Pages 47-48.

ESTIMATING MANUAL

EW August 21, 2001

11. Utility Element - Complete any Hydro, Telephone, Pipeline or Other UtilityCosts necessary for this estimate.For more details see Step 11, Pages 49-50.

12. Design and Supervision Elements. Review the percentages indicated inthe Standard estimate spreadsheet. These percentages can be adjustedafter the project is completed and the total engineering and supervisioncosts are reviewed. One can link all estimate sheets together and changeone number and all estimates will be changed. BE CAREFULL: if you madea previous change, this command will over ride that value.For more details see Step 12, Pages 51-54.

13. Land Element. Estimating residential, commercial and partial right-of-wayscan be provided in each estimate. For more details see Step 13, Pages 55-57.

14. Planning and Preliminary Elements. It is preferable to estimate Planningand Preliminary Design Costs with each estimate. However these elementscan be prepared as a stand-alone estimate in conjunction with ProjectManagement, Management Reserve and Escalation elements. For more details see Step 14, Pages 58-59.

15. Project Management ElementIt is preferable to estimate Project Management Costs with each estimate.However this element can be prepared as a stand-alone estimate inconjunction with Planning and Preliminary Design, Management Reserveand Escalation elements.For more details see Step 15, Pages 60-61.

16. Management Reserve ElementIt is preferable to estimate Management Reserve Costs with each estimate,but like the other two, this element can be prepared as a stand-aloneestimate in conjunction with Planning and Preliminary Design, ProjectManagement and Escalation elements.For more details see Step 16, Pages 62-63.

17. Escalation Element Escalation element should be prepared as a stand-alone estimate or it canbe in conjunction with Planning and Preliminary Design, ProjectManagement and Management Reserve elements.For more details see Step 17, Pages 63-64.

18. Summary Page. After completing the first estimate, save and print theestimate. For more details see Step 18, Pages 65-66.

ESTIMATING MANUAL

EW August 21, 2001

19. Make the necessary corrections until everything is correct as to content.Format the Headers, Footers, and save the estimate. THE FIRSTESTIMATE TAKES THE LONGEST TIME BUT ONCE COMPLETEBECOMES THE BASIS FOR ALL OTHER ESTIMATES.

20. Proceed to next estimate. Create a copy of completed estimate, renamethe copied estimate as required and save the workbook.

21. Click on the second estimate and proceed to complete steps 2 through to13 or to step 16 depending when steps 14 to 16 are going to be estimated.Complete all the estimate sheets to complete a division or a sub-project or asmall total project.

22. To link and total the estimate worksheets, proceed to Sum of Estimateworksheet. Linking all the individual estimate worksheets together providesa total area cost. For more details see Step 22, Pages 67-69.

23. If a division or a sub-project is completed and saved, it is possible to copyand resave the existing division as a new division or sub-project. Go into thenew sub-project and rename worksheets that can be used for the nextsection, delete the others and proceed to estimate the new area. Completeall the estimates and save. There are now two completed areas that areestimated. This process can be repeated many, many times until alldivisions or sub-projects are estimated.

24. Review summary and save.

25. Print estimate and summary, store in binder.

ESTIMATING MANUAL

EW August 21, 2001

STEP 2 Estimate Sheet Header Descriptions

Figure 2.1

Cell Reference Header Description Per Column

C 3 File name path of the estimate = CELL (“Filename”,C3)

C 4 Company Name, (Defines where the estimate came from)

C 5 The values shown in the estimate represent the cost of doing thework in a certain year. (2001 Dollars)

C 8 This defines the estimate� Conceptual Estimate� Prelimenary Estimate� Functional Estimate� Detailed Estimate ( usually information is transposed from

Schedule 7 information

B 9,10 Latest version of the spreadsheet.

D 4,5,6 Description of the project or description of the estimate or both.

D 7,8,9 Date when the estimate was made and Revision dates.

G 3 Percentage used for Management Reserve. This percentage can bemodified in the Management Reserve Element.

G 4 All contingencies in the estimate are linked to this cell. However, thecontingency in each element can be changed later if required.Highlight the change in other cells (not in G4) in red.

G 5 Estimate Number

ESTIMATING MANUAL

EW August 21, 2001

G 6 This number defines the type of road being estimated. These roadtypes are defined in columns “K” and “M”

Road Type Description1. 2ln Frontage 2 lane Frontage Road2. 2ln Acc Rds 2 lane Access Roads3. 4ln Acc Rds 4 lane Access Roads4. R4L –4LEXP R/B Reconstruct existing 4 lane road

to a new 4 lane expressway with raised median barrier.

5. R2/3L-4L EXP R/B Reconstruct existing 2/3 lane road to a new 4 lane expressway with raised median barrier.

6. Retr.4L-4L EXP R/B Retrofit existing 4 lane road to a

new 4 lane Expressway withRaised median Barrier.

7. R4L-4LEXP R/B E/S Reconstruct existing 4 lane road to a new 4 lane Expressway with Raised median Barrier with existing side slopes.

8. New 4L EXP R/B New 4 lane Expressway with Raise Median Barrier.

9. R-E4L-4L D/M Reconstruct existing 4 lane road to a new 4 lane Expressway with Depressed Median.

10. N 4L EXP D/M New 4 lane Expressway withDepressed Median.

11. N 4L EXP D/E/M New 4 lane Expressway with Depressed Extended wide Median.

12. N 2L;F4LEXP D/M New 2 lane road of a Future 4 lane Expressway with depressed Median.

13. INST. R/B-EX-RD Installation of Raised MedianBarrier on an Existing Road.

ESTIMATING MANUAL

EW August 21, 2001

14. AS IS

15. MISC.

16. – 19 SPARES

20. I/C Str. & Ramps Interchange Structures and Ramps

21. Bridges Bridges

22. Grade Sep. Grade Separations

G7 The segment of road length being estimated.NOTE: For one road type one can combine several lengths together.

H4 A quick reference of the contingency used for the Land Element.This Contingency can be changed later in the element.

I(3-7) An Abbreviated description of the estimate location or function orboth. This description is transferred to the summary sheet.

I11 Each estimate must be classified as Main Road (MR) or Other Road(OR). This will show up in the summary report.

ESTIMATING MANUAL

EW August 21, 2001

STEP 5 GRADE CONSTRUCTION ELEMENT– Summary Quick Review

Figure 5.1

Quick Overview of Step 51. Define scope to see if you require Box 1only or Box 1 & 2 or Box

1,2 & 30.

2. Fill in the parameters in the boxes defined above as required.

3. Box 5 A defines the depth of SGSB and CBC for Boxes 1 & 2 andthe total quantities are shown in Box 4. � Box 5A also works with net line and most probable quantities

by adjusting the percentage in Cells N 94,95.

ESTIMATING MANUAL

EW August 21, 2001

4. Box 5 defines the total volume of material moved for Box 1A andBox 2A by adjusting the depth (d) in Box 1 or Box 2. � Box 5 also works with net line and most probable quantities by

adjusting the percentage from 0% (neat line) to a ____% formost probable.

� After you obtained neat line quantities change percentage toget most probable.

5. Box 3A shows the total volume of material that is shown in Boxes1A or 2A.

6. As a check see Cell L,M 97 which shows the cross-sectionalvolumes per lineal meter of road. Adjust Depth (d) in cells L90and/or M90 to achieve the quantity.

7. Box 6 shows the total property required (Property Line to PropertyLine – pl to pl) in Boxes 1 & 2. � Adjust each property requirements by adjusting Cells L,M 96

(use a positive or a negative number)� This is important because this calculates the stripping,

hydroseeding and land areas.

8. Go to Box 3 and define what kind of material you have and adjustthe percentage and unit prices for each of the materials.

9. Boxes 7, 7A and 7B define the highway drainage system.� Box 7 defines all transverse culverts by defining the number of

culverts per kilometer and price per lineal meter of culvert andhead walls.

� Box 7A defines all longitudinal drainage necessary for ahighway system based on a price per lineal meter of mainroad.

� Box 7B defines special culverts of drainage necessary and notcovered in the above two items.

10. Be careful: if you make a change in one parameter, it will changeother quantities. Go back to step 1 and redo until you feelcomfortable with the result.

11. Go into the Detailed Process for more help.

ESTIMATING MANUAL

EW August 21, 2001

STEP 5 GRADE CONSTRUCTION ELEMENT– Detailed Process

Figure 5.2

As part of your planning process determine how you can best estimate this pieceof work by using Box 1, 1A, 1B; Box 2, 2A, 2B and Box 30 (Resurfacing roadsonly).Examples of using different Boxes 1. Same road with 2 different site conditions Estimate length L= 5000 lm G7

� Box 1 Rocky difficult terrain Road Length L= 3000 lm L91� Box 2 Swampy flat terrain Road Length L= 1600 lm M91� Say you had several bridges Bridge Lengths L= 400 lm

ESTIMATING MANUAL

EW August 21, 2001

2. One road with a passing lane Estimate length L= 3000 lm G7� Box 1 Main Road Road Length L= 3000 lm L91� Box 2 Passing Lane Road Length L= 1500 lm M91

3. Divided 4 Ln Hwy with Depressed Median Estimate length L= 4000 lm G7� Box 1 2 Lane road (Half) Road Length L= 4000 lm L91� Box 2 2 Lane road (Half) Road Length L= 4000 lm M91

4. Adding an Intersection to Existing Rd. Estimate length L= 100 lm G7� Box 1 Intersection Rd Road Length L= 100 lm L91� Box 2 Accel/Decel./Left Turn Ln Road Length L= 1650 lm M91� Box 30 Resurfacing existing Road Road Length L= 750 lm P91

Entering Parameters into a Road Cross-section Template.

ESTIMATING MANUAL

EW August 21, 2001

Figure 5.3

Entering parameters in the estimate sheet (cell reference) using the Road cross-section template Figure 5.3 as a reference.

1) No of Lanes L,M 832) Lane Width L,M 843) Median L,M 854) Shoulder Width total L,M 86

� Watch out if you have barrier on one or both sides of the shoulder - thislength will increase by .6 or 1.2 meters

ESTIMATING MANUAL

EW August 21, 2001

5) Ditch Width total N,O 826) S.G.S.B. Depth L,M 947) C.B.C. Depth L,M 958) C.B.C. Slope N,O 879) S.G.S.B. Slope L,M 8910) Asphalt Depth AC L,M16611) Asphalt Depth ABC L,M16712) Road Length L,M 91

� Note: if one Column is used (Box 1) Cell L91 is linked to cell G7 in theheader. If you change the length in cell L-91 make in red. Road lengthshould equal estimate length(G-7) less bridge and tunnel lengths

13) Depth (d) cell L, M 90. � To calculate the volume of material to be moved in this estimate we

require a length, width, and a depth. � Length L,M 91� Width (machine calculated – based on parameters- bottom of SGSB

plus ditch width)� Depth L,M 90 – average depth over the estimate road length.� Now two possibilities will exist.

A. QUANTITIES ARE NOT AVAILABLEB. QUANTITIES ARE AVAILABLE FROM DESIGN.

A. QUANTITIES ARE NOT AVAILABLE� Go to cell N90. This is a Percentage cell that increases earth

quantities from neat line to most probable. Make this 0% for now,you will change it later.

� Enter a suggested depth in cell L90 say 1.25 meters and see theresults of this depth by checking:1. The total volume shown in Box 2A N 842. The cross-sectional volume per lineal meter shown in cell

L97With these two values you can adjust the depth (d) cell L90 untilyou are satisfied with the results.

� Go to cell N90 and increase percentage to suggested value of15%.

� Now you can go to defining the right-of-way item #14 (PL to PLCalculation Cell L82).

ESTIMATING MANUAL

EW August 21, 2001

B. QUANTITIES ARE AVAILABLE FROM DESIGN� Since the formulas in the spreadsheet were developed from the

top of asphalt to the bottom of SGSB, information must beentered in a logical sequence because each component isdependent on the next.

1) Asphalt volume cell G155. This volume is calculated from asphalt thickness in (mm) from thetop layer AC asphalt cell (L166) and bottom layer ABC asphaltcell (L167) and cell M-168 (most probable percentage factor).Boxes 1B and 2B.

Understand what your condition requires.Example: One layer of asphalt from shoulder to shoulder then use

AC - L166.

Or is it one layer of asphalt to lane edge and gravel shoulders thenuse ABC - L167 and cell N167 to adjust the asphalt edge asrequired.

Or it can be a combination of both conditions.

You can make the cell M168 = 0 %, then adjust asphalt depth asrequired to balance to your design quantities, then adjust cell M168to most probable quantities. Suggest 5%. ”Use Tools /Goal seek ifdesired” .

2) CBC quantities cell G92 and part of Box 5ATwo factors can adjust CBC volume: Depth of CBC in cell L95, and the CBC slope cell N87. Part of Box 5A

Effect of Changing slope or thickness or both will increase or decreasequantities in other line items like, earth volumes, property to propertydistance, clearing and grubbing, SGSB, landscaping, hydroseeding,drainage pipe lengths and all other line items that are percent related.

As before, we have a most probable percentage cell N95. Make it0%. (Neat line). An adjustment to the CBC depth L95 and to theslope N87 can be made to achieve the desired neat line quantity inG92, Use Tools / Goal Seek if desired. If OK, increase to most

Cell N-167

ESTIMATING MANUAL

EW August 21, 2001

probable quantity by adding 15% to Cell N95 or whatever value youfeel comfortable with.

3) SGSB quantities cell G91 and part of Box 5ATwo factors can adjust SGSB volume: Depth of SGSB in cell L94,and the SGSB slope cell L89.

Effect of Changing slope or thickness or both will increase or decreasequantities in other line items like, earth volumes, property to propertydistance, clearing and grubbing, landscaping, hydroseeding, drainage pipelengths and all other line items that are percent related.

As before, we have a most probable percentage cell N94. Make it0%. (Neat line). An adjustment to the SGSB depth L94 and to theslope L89 can be made to achieve the desired neat line quantity inG91, Use Tools / Goal Seek if desired.

If OK, increase volume to most probable quantity by inserting 15%into Cell N94 or what ever value you feel comfortable with.

4) Depth of excavation (d) L90 Box 5Enter the total neat line volume of material moved into Box 31 cellP78. As before we have a most probable percentage cell N90.Make it 0%. Adjust depth in cell L90 so that volumes in cell N84and cell P78 match, Use Tools / Goal Seek if desired.

If OK, increase volume to most probable quantity by inserting15% into Cell N90 or whatever value you feel comfortable with.

Effect of Changing the depth L90 will increase or decrease quantities inother line items like, property to property distance, clearing and grubbing,landscaping, hydroseeding, drainage pipe lengths and all other line itemsthat are percent related.

14) PL to PL Calculation Cell L82. Property Line to Property Line. As you can see this cell already has a length. This length has beencalculated based on the parameters identified earlier. Is it the averageROW that is required for this estimate? Probably not. This length can beincreased or decreased in cell L96 (Add ROW) to achieve the desiredresult.

Changing pl to pl L82 will increase or decrease quantities in other line itemslike stripping, clearing and grubbing, landscaping, hydroseeding, and allother line items that are percent related.

ESTIMATING MANUAL

EW August 21, 2001

In summary, whether quantities were or were not available, the gradingparameters have been completed for this estimate. Proceed to the nextstep.

Material Distribution and Costing Box 3NOTE All quantities shown in the spreadsheet work on the assumptionneat line, or most probable quantities, without taking into considerationshrinkage or swell factors.The total volume of material moved for this estimate is shown in cell L78.This total comes for Box 1A Cell N84 and Box 2A Cell O84.

This next process is to redistribute the total materials Cell L-78 into thefollowing items.

� Rock L73 Percentage of rock O73 � O M material L74� Stripping L75 Stripping Depth O75� Borrow L76� Misc./LS L77

NOTE: These volumes are linked to the most probable percentage factorCell N90. If you want to work with neat line quantities for the moment thanmake Cell N90 = 0%

First, determine the stripping volume. The stripping volume is derived from multiplying the Stripping Depth O75 bythe road length L, M 90 and PL to PL L, M82 in Boxes 1 & 2.Adjust Stripping Depth O75 to achieve the desired volume in L75, UseTools / Goal Seek if desired.

Next, determine the volume of rock required for this estimate.The volume of rock is determined as being the total volume of excavationless stripping to be equal to 100%.Enter the percent of rock into Cell O73 to achieve the desired volume inL73. Use Tools / Goal Seek if desired.

Next, determine if you are in a borrow situation. Cell L76.Unless you have some quantities, you will not know if you are in a borrowsituation. Be careful not to skip this detail, you can make an assumption thatyou are in a borrow situation.Example. If you were to build an interchange where the terrain is flat, allthe material for the ramps and cross road would be on fill.(Borrow) DO NOT just enter your borrow value into the cell, go into the cell formulaand delete the zero and put in the borrow value. (1+N90)*0 makes thisformula tie in to the most probable percentage in Cell N90.

ESTIMATING MANUAL

EW August 21, 2001

The redistribution of materials between stripping, rock and borrow suppliesthe remaining balance of material to O.M. Cell L74. This is the amount ofmaterial required to be moved on site.

CAUTION: If you are not comfortable with end result of the redistributionof materials you can not add more material to the line items, you must goback to depth parameter L,M90 and start over again adjusting the volumesto Cells N,O84 and then adjusting the PL to PL Cell L,M82 accordingly.Then you will re-adjust the stripping, rock, and borrow again.

The next item is Misc./LS Cell L 77This line item is to catch any item that are special to the area and that canbe captured in the earthwork costs.

DO NOT FORGET to go back to the most probable factor cell N90 andincrease it back to the percentage you had before.

We have now completed the redistribution of materials for earthworks.

Pricing the above materials is next. Unit prices applied to the above materials are different than the unit pricesin tenders. Composite unit prices are used for pricing rock, OM, stripping, andborrowed materials.A composite unit price means that several tender work items are combinedtogether into one activity item. Example of a composite unit price for rock. ($16.10)

Item A. Quantity B. Price C. Total Calc'n methodType A Excavation 1000 m³ $8.50 $ 8,500 A × B = CShear Walling 200 m² $28.00 $ 5,600 A × B = CBlasting Mats 1 Ls $2000.00 $ 2,000 A × B = CComposite Rock Price 1000 m³ $ 16.10 $ 16,100 C ÷ A = B

A different composite unit price will be applied to Rock, O.M., Stripping, andBorrow in Box 3. (Activity line 5220)The material volume for Box 3A cell L78 is transposed to activity line 5220 cellG88 and the composite unit price of Box 3 M78 is transposed to cell E88.

As a final check to the grading costs, look at cell J88. This cost in Figure 5.2shows as being $335 per lineal meter or $335,000 dollars per kilometre. Is thisreasonable. If Ok, than proceed to pricing and quantifying the GradingConstruction Element. If not, than go back to Box 1 or 2 or 3 or all, and adjustas required until you are happy with the results.

ESTIMATING MANUAL

EW August 21, 2001

Step 5 Pricing and Quantifying 5000 – GRADE CONSTRUCTION ELEMENT

Figure 5.4

1. General information about this element between rows 79 to 114 � Column B shows the activity code to each activity item.� Column C indicates which activities are construction, engineering or

supervision� Column D describes the activity code� Column E shows a unit price or a percentage � Column F shows a unit of measure for each activity. � Column G shows a quantity or a value � Column H shows a lump-sum value � Column I is a calculated value from columns E, G, and H� Column J shows the cost per lineal meter for each activity

2. Important features to be aware in this Grade Construction Element.a) All mobilisation percentage throughout the spreadsheet are linked to Cell

E100. Changing this percentage will change the mobilisation in all theother elements.

ESTIMATING MANUAL

EW August 21, 2001

b) All contingencies throughout the spreadsheet are linked to Cell G4 inthe header.

c) All design percentages, except for structures and other construction arelinked to Cell E106 in the grade element. This does not mean that youcannot change them, if you do, than make that cell RED.

3. Next review the Drainage. (Activity line 5030) Highway drainage in this element can be expressed in the following ways;� In Figure 5.2 Boxes 7, 7A and 7B define the highway drainage system.� Box 7 defines all transverse culverts by defining the number of culverts per

kilometre and a price per lineal meter of culvert and a price per head wall foreach culvert. The length of culverts is calculated in cell L,M94 by theparameters done earlier.

� Box 7A defines all longitudinal drainage necessary for a highway systembased on a price per lineal meter of main road.

� Box 7B defines special culverts of drainage necessary, not covered in theabove two items. You can add other items for drainage in Box 7B.

d) Review the underground utilities� Activity line 5032 Water� Activity line 5033 Sanitary� Activity line 5034 StormThese underground utilities use a composite unit price and a specific length foreach activity. If required a lump sum value can be added for each activity. ie.Pump / lift stations or special drainage outlets.

5. Site preparation / Clearing and Grubbing Activity line 5010 Use a composite unit price E87 for the above. Adjust the composite unitprice to represent the job conditions because the area is fixed. The area (ha) hectares has been calculated based on previous definedparameters.A lump sum value may be added in H87 for special requirements.

6. Multiplates (Activity line 5040) There are two components to a multiplate: The culvert and the headwalls.

1. Note: Assumption, all multiplates are the same size. Add all the multiplates lengths (headwall to headwall) ie. 2 multiplates at 40meters equal 80 lm entered into Cell G-90. The composite unit price E-90should represent a specific intended size of multiplate.2.Headwalls are manually priced and entered into the lump sum cell H90.

To record different sizes of mutliplates and headwalls, use one of the SPAREBOXES to identify and price each multiplate. Go to the lump sum cell H90 andlink the spare box total to it. Also add a comment field to the cell for referenceand make the cell Red.

ESTIMATING MANUAL

EW August 21, 2001

7. Select Granular Sub Base (SGSB) (Activity line 5050) Quantity of material (m3) has been calculated from parameter enteredbefore.Add a composite unit price E91 and a lump sum value in H91 if required.

8. Crushed Base Course (CBC) (Activity line 5051) Quantity of material (m3) has been calculated from parameter enteredbefore.Add a composite unit price E92 and a lump sum value in H92 if required.

9. Grade Finishing /Landscaping (Activity line 5060) The area of landscaping (m2) is calculated by taking the property toproperty width and subtracting the pavement width times the length. A smallunit cost per m2 (E-93) is applied for spreading the topsoil, howeverinterchange landscaping can be very expensive and a lump sum value inH93 can be entered.

If one requires to record in more detail landscaping items, use one of theSPARE BOXES to identify the line items. Go to the lump sum cell H-93 and linkthe spare box total to it. Also add a comment field to the cell for reference andmake the cell Red.

10. Grade Finishing / Hydroseeding (Activity line 5061) The area of hydroseeding (m2) is calculated by taking the property toproperty width and subtracting the pavement width times the length.Add a composite unit price E94 and a lump sum value in H94 if required.

11. Fencing (Activity line 5062) Add a composite unit price E95 and a length (lm) G95 to the type of fencerequired and a lump sum value in H95 if required. Also add a comment fieldto the lump sum cell for reference.

12. Noise Barriers (Activity line 5063) Add a composite unit price E96 and an area (m2) G96 for the noise barrierrequired and a lump sum value in H-96 if required. Also add a commentfield to the lump sum cell for reference.

13. Passing lanes (Activity line 5064) Add a composite unit price E97 and a length (lm) G97 to the passing laneand a lump sum value in H97 if required. Also add a comment field to thelump sum cell for reference. This line in normally estimated in activity line5020 using parameters.

ESTIMATING MANUAL

EW August 21, 2001

14. Sidewalks / Curb and Gutters (Activity line 5090) The total price for this activity is made up of two components.1. Sidewalks - A unit price in cell E98 and a sidewalk length (lm) in cell G98.2. Curb and Gutter – A unit price in cell L98 and a curb/gutter length(lm) in

cell H98.Remember If one has curb and gutter, one also has underground stormcosts (Activity line 5034).

15. Detours / Traffic Management (Activity line 5005)This activity has two components: Detour cost and Traffic ManagementCosts.1. Detours cost are priced by number of detours in Cell G99 and the price

for each detour in Cell E99.2. Traffic Management cost is shown in the lump sum Cell H99. The

16kilometre. This should be changed to site-specific conditions.16. Mobilization (Activity line 5001)

Cell E-100 is a percentage-calculated activity, based on the total cost ofconstruction cost minus contingency in the grade construction element.

All mobilisation unit percentages in the spreadsheet are linked to this CellE100. They are Activity lines 5031, 5501, 6001, 6501, 5202, 5201, 5302, & 5301. Each of these activities can be changed and indicated in Red with a commentinserted for reference.

17. Contingency (Activity line 5099)Cell E-101 is a percentage-calculated activity, based on the total cost of

construction cost in the grade construction element. All contingency percentages in the spreadsheet are linked to the Cell G- 4

in the header. They are: Activity lines 2599, 3099, 6799, 5039, 5099, 3519, 6819,5599, 5529, 3529, 6829, 6099, 3569, 6869, 6599, 3549, 6849, 5209, 5299, 3559,6859, 5309, 5399, 3579, 6879, 3539, & 2099. Each of these activities can be changed and indicated in Red with a commentinserted for reference.

Finally, review the cost per lineal meter in cells J-79 to J104. Adjust composite unitprices or quantities if required.

The Grade Construction Element estimate is complete, proceed to Step 6.

ESTIMATING MANUAL

EW August 21, 2001

STEP 6 PAVING CONSTRUCTION ELEMENT

Figure 6.1

1. Asphalt paving (Activity line 6020) This line item has four components. 1. Supply and install of the Asphalt 2. Theoil required for surface bonding. 3. Pavement removal and 4. Milling.1) Supply and Install of Asphalt

The composite unit price is in Cell E155The quantity has been calculated Cell G155 from parameter in Figure 5.2Boxes 1,1A,1B, 2,2A, 2B, & 30.

2) Surface Bonding Asphalt (Primer and Tack Coat Oil)The unit price for oil per litre is in Cell L168The application rate for oil is shown in Cells L169, M169, & P93The quantity has been calculated in Cell H155 from parameters in Figure5.2 Boxes 1, 2, & 30.

3) Pavement removal K172 is in m3 and the composite unit price is in cellL172. These are manual enters.

4) Milling K175 is in m3 and the composite unit price is in cell L175. These aremanual enters.

ESTIMATING MANUAL

EW August 21, 2001

2. Concrete paving (Activity line 6030) Add a composite unit price E156 and an area (m2) G156 to the concreterequired and a lump sum value in H156 if required. To record the concrete works in more detail, use one of the SPARE BOXESto identify the line items. Go to the lump sum cell H156 and link the sparebox total to it. Also add a comment field to the cell for reference and makethe cell Red.

3. Hot Reprofiling (Activity line 6040) Add a composite unit price in cell E157.The quantity has been calculated in Cell G157 from parameters in Figure5.2 Boxes 1, 2, & 30 If required, add a lump sum value to H157. Also add a comment field to thecell for reference.

4. Shoulder Paving (Activity line 6050) Add a composite unit price in cell E158.The quantity has been calculated in Cell G158 from parameters in Figure5.2 Boxes 1, 2, & 30 If required, add a lump sum value to H158. Also add a comment field to thecell for reference.

5. Pavement Finishing (Activity line 6060) Add a composite unit price in cell E159.The area m2 G159 is for all pavement finishing, referred to raised islands,raised median at intersections, and any handwork etc.If required, add a lump sum value to H159.Also add any costs for raised curbs for the above in the lump sum field. Alsoadd a comment to the cell for reference.

6. Seal Coating (Activity line 6070) Add a composite unit price in cell E160.The area m2 G160 is a manual entry for the surface worked on. If required, add a lump sum value to H160. Also add a comment field to thecell for reference.

7. Pavement Mix Design (Activity line 6010) If Mix design is a pay item then apply a percent value in cell E161.If required add a lump sum value to H161. Also add a comment field to thecell for reference.

Finally, review the cost per lineal meter in cells J155 to J165. Adjust composite unitprices or quantities if required.

The Paving Element estimate is complete, proceed to Step 7.

ESTIMATING MANUAL

EW August 21, 2001

STEP 7 STRUCTURAL CONSTRUCTION ELEMENT

Figure 7.1

Five bridges, retaining walls, two D-type tunnels, 1 circular shaft or tunnel, a snow-shed or a portal and associated underground utilities can be estimated in thiselement.

Bridges1. Figure 7.1 refers to Bridges only. Five Bridges can be estimated in oneestimate spreadsheet. There are 4 elements to estimating a bridge. They are:Decks, Abutments, Piers and Site Works. Each element requires the input ofsome basic parameters.

1. Box 15 shows the 5 deck sizes, Deck #1 Width (lm) L130 out-to-outmeasurement of bridge and the length (lm) M130 abutment to abutmentlength and a Price per m2 of deck only in cell N130. Also the total netcost of the bridge #1 in shown in cell O130. Net cost means the totalcost of a bridge less contingency.

2. Box 16 shows all information about the 5 bridge abutments. In bridge #1the abutment is priced by Dollars per Horizontal Lineal Meter ofAbutment. ($/HLM) Cell O124.Cell O118 provides information as to extra length of abutment due to askew and extra length required for wing walls.

ESTIMATING MANUAL

EW August 21, 2001

Cell N124 provides the total cost for 2 abutments. Note: If one abutmentis required, a modification to the formula is required in Cell N124(Change 2 to 1) and then make that cell Red and add a comment to thecell for future reference.

3. Box 17 shows all information about the piers for the 5 bridges. In Bridge#1 the piers are priced by Dollars per Vertical Lineal Meter of Pier($/VLM) Cell N124. Cell M124 indicates the number of piers, Cell L124indicates the average pier height, top of bearings to underside of pierfooting. Do not include piles as part of the pier length. Adjust the cost pervertical lineal meter to account for the pile costs. Cell M-118 shows thetotal cost for all the piers.

4. Box 18, 18A shows the cost and the percentage used for the 5 bridges.For Bridge #1 the percentage is shown in cell P118 and the total sitecost is shown in cell L118.

5. In Box 19, identify each of the five bridges in L136 to L140. Based on theparameters indicated above, each of the corresponding bridges grosscost per meter square (N136,140) and the net cost per meter square(O136,140) is shown. Gross $/m2 includes contingency (E-138). Net$/m2 does not include contingency.

All of the above bridge elements are summarised in the following activitycodes;Activity Code 5514Bridge Site Preparations Cell G131Activity Code 5515Bridge Piers Cell G132Activity Code 5516Bridge Abutments Cell G133Activity Code 5517Bridge Superstructure Cell G134

Any Demolition of existing bridges is manually entered in the lump sum cell H131.

2. Retaining Walls information is shown in Box 20Activity code 5518 Retaining wall site preparation is only used underspecial conditions where one might do piling under a retaining wall.All other retaining walls are priced in Activity code 5519. The cost per m2is entered in cell E136 and the area (m2) is entered in cell G136. If twodifferent type of retaining walls are required in the same estimate, thesecond type can be priced in the lump sum column cell H136.

To record more detail about the retaining walls, use one of the SPARE BOXESto identify the line items. Go to the lump sum cell H136 and link the spare boxtotal to it. Also add a comment field to the cell for reference and make the cellRed.

ESTIMATING MANUAL

EW August 21, 2001

Proceed next to Tunnels and Portals.

ESTIMATING MANUAL

EW August 21, 2001

Tunnels

Figure 7.2

Figure 7.3

Figure 7.4

ESTIMATING MANUAL

EW August 21, 2001

A Tunnel Segment Length is made up of two sections, a Tunnel Section and aPortal Section at each end of the tunnel.

The tunnel template is shown in Figure 7.2.The tunnel summary cost are shown in Figure 7.3.The tunnel elements and parameters are shown in Figure 7.4.The portal template and elements are shown in Figure 7.5 & 7.6.

The Tunnel SectionIn Figure 7.4 there is provision to enter parameters to 2 different tunnels, one inBox 8, 8A, and the other in Box 9,9A. Parameters for a circular tunnel or shaft canbe entered in Box 10,10A.

Box 12 converts net line quantities to most probable quantities by a percent value.The quantities in Box 11 are directly linked to the percentages in box 12 and thequantities in Box 11A and 10A. The total excavation m3 (Box11 cell L154)=(Tunnel 1 quantity (Box 11A cell O150) + Tunnel 2 quantity (Box 11A cell P150) +Circular shaft quantity (Box 10A cell P154)) x Most probable percentage factor inBox 12 cell P160). The other two quantities that are affected by the percentage ina similar manner as described above are the Over-breakage quantity in Box 11 cellL155 (Percentage Box 12 cell P161) and the liner quantity Box 11 cell L158(Percentage Box 12 cell P162).

From the tunnel template Figure 7.2 and in Figure 7.4 the parameters for tunnelsare:

Box 8 Tunnel 1 Box 9 Tunnel 2Name of tunnel Cell L141 Cell M141Length of tunnel Cell L143 Cell M143Outside wall face height Cell L144 Cell M144Centre point of roof radius

from top base slab. Cell L145 Cell M145Tunnel Width Cell L146 Cell M146Roof liner thickness Cell L147 Cell M147Wall liner thickness Cell L148 Cell M148Base slab thickness Cell L149 Cell M149Roof over-breakage thickness Cell L150 Cell M150Walls over-breakage thickness Cell L151 Cell M151Base slab over-breakage thickness Cell L152 Cell M152

Box 8A Tunnel 1 Box 9A Tunnel 2Surface area require per rock bolt Cell P144 Cell P148

Parameters for a Circular tunnel or shaft are:Box 10

Name of Shaft/Tunnel Cell N141Shaft /Tunnel Length Cell N143Radius of Shaft/Tunnel Cell N145

ESTIMATING MANUAL

EW August 21, 2001

Wall/ Liner Thickness Cell N147Wall over-breakage thickness Cell N149 Box 10ASurface area require per rock bolt Cell P158

Based on the parameters provided above, additional information is provided aboutthe tunnels. They are:Radius of each tunnel Tunnel 1 Box 8A Cell P142 Tunnel 2 Box 9A Cell P146

Surface area of walls and roof per lineal meter of tunnel. Tunnel 1 Box 8A Cell P143 Tunnel 2 Box 9A Cell P147

Tunnel inside height Tunnel 1 Box 8A Cell P145 Tunnel 2 Box 9A Cell P149

On the circular tunnel/shaft, the only information produced is the surface area ofshaft per lineal meter in Box 10A Cell P157.

Box 11 identifies some basic elements (K154 to K162). These are support byquantities (L154 to K162) and a composite unit price (M154 to M162) providing atotal cost for each element (N154 to N162). The total line cost form column “N” isdivided by the sum of lengths for Tunnel 1 (Cell L143) + Tunnel 2 (Cell M143 andCircular shaft (Cell N143) to provide a average element line cost per lineal meter oftunnel. The cost of all the tunnels is shown in Box 11 Cell M163 with the cost perlineal meter shown in Cell N163.

The net cost per lineal meter of tunnel including portals with mobilisation isshown in Figure 7.4 Cell P139.The gross cost per lineal meter of tunnel including portals with contingency isshown in Figure 7.4 Cell P141.

In Figure 7.3 all of the above information is summarised into Activity Code 5511Tunnel construction. The composite cost per lineal meter is shown in Cell E127;the combined tunnel lengths plus portals are shown in Cell G127. Any additionalcost can be added into the lump sum Cell H127. The total cost for activity code5511 is shown in Cell I127. Cell J127 represents the cost per lineal meter ofactivity 5511, relative to the estimate length shown in the header Cell G7.

Special site requirements related to tunnel work are estimated in Activity Code5510 in Cells E,G & H 126.

ESTIMATING MANUAL

EW August 21, 2001

The Portals or Showsheds

Figure 7.5

Figure 7.6

Either a portal or a snowshed can be estimated in Figure 7.6 Box 14. If both arerequired in the same estimate, it is recommended that one of the Spare Boxes beused to identify the line items for a snowshed. Go to the lump sum cell forsnowsheds H129 and link the spare box total to it. Also add a comment field to thecell for reference and make the cell Red.

ESTIMATING MANUAL

EW August 21, 2001

In Figure 7.6 Cell P163 must contain one of the following words “Snowshed”or“Portal”. Portal costs go to Activity line 5511 in Figure 7.1 andSnowshed costs go to Activity line 5513 in Figure 7.1.

For an example, enter a length in Cell P164 and change the words in Cell P163See the different results in Activity line 5511 Cell G127 and Activity line 5513 CellG129.

The matrix chart of Figure 7.5 and input cells of Figure 7.6 show the elements andthe parameters needed to estimate either a portal or a snowshed. The total cost ofeither portal or snowshed is shown in Cell P178 and the average cost per linealmeter is shown in cell O178.

Any underground utilities that are directly affected by the structures above andhave not been estimated in the grade utilities can be estimated under the followingactivity codes.Activity Code 5522 WaterActivity Code 5523 SanitaryActivity Code 5524 Storm

Review the cost per lineal meter in cells J118 to J141. Adjust composite unit pricesor quantities or lump sum values if required.

Reminder Estimate length (Header Cell G7) = Road lengths (Cell L91, M91) +Structure lengths of Main Tunnels, Bridges and Snowsheds.

The Structural Construction Element estimate is complete, proceed to Step 8.

Step 8 Operational Construction Element

Figure 8.1

Signal Assembly Box

ESTIMATING MANUAL

EW August 21, 2001

Activity Code 6510 Lighting To determine the number of light standards required G180, three

parameters must be entered: Length of road to be lit Figure 8.1 Cell M180 (Defaulted to G7)

Change as required. Make cell Red if Changed.No. of rows Figure 8.1 Cell L180 Pole Spacing/row Figure 8.1 Cell K180

A composite unit price per pole is entered in Cell E180. If required a lump sumvalue is entered in H180.

ESTIMATING MANUAL

EW August 21, 2001

Activity Code 6520 Signals Enter the number of signals required in Cell G181. This initiates a similar

amount in the signal assembly Figure 8.1 Btw Cell K181 to P188. This assemblycontains elements and parameters for each element. For addition information,three additional elements may be added to the assembly. The existing elementsand parameter can be adjusted as required. Additional costs can be entered intothe lump sum cell H181.

Activity Code 6530 SignageSignage is priced by a composite unit price in Cell E182, based on the

estimate length G7 in the header. The cost is shown in cell G182. A lump sumvalue can be entered into cell H182. The total cost for signage is shown in I182.

Activity Code 6540 Guard Rail Guard-rail and median barrier are grouped together and have a composite

unit price in Cell E183 and a length (lm) in Cell G183. A lump sum value can beentered into cell H183. The total cost for guard-rail is shown in I183.

Activity Code 6550 Pavement Markings The composite unit price in Cell E184 is made-up of three parameters;

1. Line painting Cost per lineal meter in Cell K189,2. Cost of each pavement reflector in Cell N190,3. The spacing of pavement reflectors in Cell N189The quantity of line painting (lm) Cell G184 is determined by the parametersassigned to the grade construction element. This amount can be adjusted byadding extra lines to be painted in Cell L190. A lump sum value can be enteredinto cell H184. The total cost for line painting is shown in I184.

Review the operational element total costs in column I180:186.

The Operational Construction Element estimate is complete, proceed to Step 9.

ESTIMATING MANUAL

EW August 21, 2001

STEP 9 ROADSIDE CONSTRUCTION ELEMENT

Figure 9.1

Activity Code 5210 Weighscales Enter the number of weighscales required in Cell G209. This initiates a

similar amount in the weighscale assembly Figure 9.1 Btw Cell K191 to P199. Thisassembly contains some major elements in determining the cost of a weighscale.Adjust the parameters for each of the elements within the assembly to meet thescope and site conditions. A lump sum value can be entered into cell H209. Thetotal cost for weighscales is shown in I209.

Activity Code 5220 Safety Rest AreasEnter the number of Safety Rest Areas required in Cell G210. This initiates

a similar amount in the Safety Rest Area assembly Figure 9.1 between Cell K200to P212.Entering the number of Safety Rest Areas in G210 creates a Class A/B Buildingentry in Cell L203. If a Class C rest area is required, enter the number from G210into L-205 and make L203 equal zero. Adjust the parameters to the otherelements, parking lot, road construction to and from the highway, furnishings,landscaping, lighting and signals to meet the scope and site condition of a Class A,B or C safety rest area. A lump sum value can be entered into cell H210. The totalcost for Safety Rest Areas is shown in I210.

WeighscaleAssembly

Safety RestAreaAssembly

ESTIMATING MANUAL

EW August 21, 2001

Activity Code 5230 Tourist Rest and View Areas In Figure 9.1 a composite unit price in Cell E211 multiplied by the number of

sites Cell G211 and a lump sum value in Cell H211 produces the total cost for aview area in Cell I211.Any underground utilities that are directly affected by the roadside constructionindicated above and have not been estimated in the grade utilities can beestimated under the following activity codes.Activity Code 5203 WaterActivity Code 5204 SanitaryActivity Code 5205 StormThese items could be drilling for water (well) or a septic field for any of theRoadside Construction elements.

Review the total Roadside Construction Element costs in column I 202:216

The Roadside Construction Element estimate is complete, proceed to Step 10.

STEP 10 OTHER CONSTRUCTION ELEMENT

Figure 10.1

RailwayAssembly

Railroad x-ingassembly

MarineAssembly

EnvironmentalAssembly

ESTIMATING MANUAL

EW August 21, 2001

In figure 10.1 four major activities have been identified for this element. They are:Activity Code 5310 Railroad Main and Spur Lines

Enter the length of railway required in Cell G237. This initiates a similaramount in the Railroad assembly Figure 10.1 between Cell K219 to P230. Adjustthe parameters for each of the elements within the assembly to meet the scopeand site conditions. The composite unit price is developed from the total assemblycost (Cell P230) divided by the length in Cell G237. A lump sum value can beentered into cell H237. The total cost for railway work is shown in I237.

Activity Code 5320 Railroad CrossingsEnter the number of crossing required in Cell G238. This initiates a similar

amount in the railroad crossing assembly Figure 10.1 between Cell K231 to P236.Adjust the parameters for each of the elements within the assembly to meet thescope and site conditions. Two additional elements can be added to the element ifrequired. The composite unit price is developed from the total assembly cost (CellP236) divided by the length in Cell G238. A lump sum value can be entered intocell H238. The total cost for railway work is shown in I238.

Activity Code 5330 Marine Work A composite unit price in Cell E239 multiplied by the number of sites Cell

G239, and a lump sum value in Cell H239 produces the total cost for a view areain Cell I239.Due to the complexity of this activity one of the Spare Boxes can be used toidentify some of the elements and parameters.

Activity Code 5340 Environmental MitigationEnter the number of Environmental Sites required in Cell G240. This

initiates a similar amount in the environmental assembly Figure 10.1 between CellK247 to P255. Adjust the parameters for each of the elements within the assemblyto meet the scope and site conditions. The composite unit price is developed fromthe total assembly cost (Cell P255) divided by the locations in Cell G240. Fiveadditional elements can be added to the element if required. A lump sum value canbe entered into cell H240. The total cost for environmental work is shown in I240.

Any underground utilities that are directly affected by the other constructionelements indicated above and have not been estimated in the grade utilities can beestimated under the following activity codes.Activity Code 5303 WaterActivity Code 5304 SanitaryActivity Code 5305 Storm

Review the Other Construction Element total costs in column I 230:245.

The Other Construction Element estimate is complete, proceed to Step 11.

ESTIMATING MANUAL

EW August 21, 2001

STEP 11 UTILITY ELEMENT

Figure 11.1

Since the major construction elements were estimated, the need to supply, removeor relocate existing overhead or underground utilities are estimated in this element.These utilities (Power, Telephone, Pipelines, Telecommunication cables,etc) arenot the same as the new utilities (water, sanitary and storm) described in theearlier elements.

Activity Code 6710 Hydro (Power) CostsA composite unit price in Cell E60 multiplied by the length (Cell G60) and a

lump sum value in Cell H60 produces the total Hydro Costs in Cell I60. For movinga transmission tower or moving a transmission line or putting a major transmissionline underground, the cost is shown in cell H60.

Activity Code 6711 Telephone CostsThese could be overhead or underground requirements. A composite unit

price in Cell E61 multiplied by the length (Cell G61) and a lump sum value in CellH61 produces the total Telephone Costs in Cell I61.

Activity Code 6712 Pipeline CostsThese could be oil or gas pipelines. A composite unit price in Cell E64

multiplied by the length (Cell G64) and a lump sum value in Cell H64 produces thetotal Pipeline Costs in Cell I64.

Activity Code 6713 Telecommunications CostsThese could be overhead or underground requirements. A composite unit

price in Cell E65 multiplied by the length (Cell G65) and a lump sum value in CellH65 produces the total Telecommunication Costs in Cell I65.

ESTIMATING MANUAL

EW August 21, 2001

Activity Code 6714 Storm and Sewer Inspection CostsThese cost are usually attributed to a project due to other agencies

requiring their review of the storm and sewer installation. Cell E66 is a percentfield, Cell G66 shows a value of the inspection costs, based on the estimatedsanitary and storm construction costs, Cell H66 is a lump sum field and I66 showsthe total cost for inspection.

Activity Code 6715 Water Works Inspection CostsThese cost are usually attributed to a project due to other agencies

requiring their review of the waterworks installation. Cell E67 is a percent field, CellG67 shows a value of the inspection costs, based on the estimated waterworksconstruction costs, Cell H67 is a lump sum field and I67 shows the total cost forinspection.

Activity Code 6716 Engineering Services CostsThese cost are usually attributed to a project due to other agencies

requiring their review of the civil works. A composite unit price in Cell E68produces a value in Cell G68 based on segment length of G7 (In the header). Alump sum may be added in Cell H68 and the total cost is shown in cell I68.

Activity Code 6717 Parks/Recreation CostsThese cost are usually attributed to a project due to other agencies

requiring their review of the Park/Recreational construction. A composite unit pricein Cell E69 produces a value in Cell G69 based on segment length of G7 (In theheader). A lump sum may be added in Cell H-69 and the total cost is shown in cellI69.

Activity Code 6718 Transit CostsSpecial transit requirements are sometimes necessary in constructing a

highway. These costs are captured in this activity. A composite unit price in CellE70 produces a value in Cell G70 based on segment length of G7 (In the header).A lump sum may be added in Cell H70 and the total cost is shown in cell I70.

Activity Code 6719 Traffic Operations/Signs CostsThese cost are usually attributed to a project due to other agencies

requiring their review of the activity. A composite unit price in Cell E71 produces avalue in Cell G71 based on segment length of G7 (In the header). A lump sum maybe added in Cell H71 and the total cost is shown in cell I71.

Review the Utility Element total costs in column I- (60:77).

The Utility Element estimate is complete, proceed to Step 12.

ESTIMATING MANUAL

EW August 21, 2001

STEP 12 DESIGN AND SUPERVISION ELEMENT

Figure 12.1

ESTIMATING MANUAL

EW August 21, 2001

DESIGN AND SUPERVISION ELEMENT Design and Supervision costs are based on a percentage of construction. It

is necessary to adjust these costs to meet this project’s requirements. Thesedesign and supervision costs vary depending on the approach defined by theproject manager or client. Here are samples of different approaches.� A project designed by one group and supervised by another group.� A project designed and supervised by one group� A project designed and built by one group with client overview.� A project in partnership where costs are shared.� All of the above costs could vary, depending on whether the work is done by

ministry or by the private sector.

A percentage should be used to calculate all the activities in Figure 12.1 toestablish a base cost. These percentages should remain constant for theremainder of the project. These percentages can be adjusted after the projectis completed and total engineering and supervision costs are reviewed. Any ofthe activities in Figure 12.1 can be adjusted by linking the entire estimatesheets together and adjusting the activity percentage. Hold down the Ctrl or Shift key and click on each tab to link estimates. Click onthe tabs that require adjustment only.

Figure 12.1 shows all the design and supervision costs for each of the elements inthe estimate sheet. Here is some general information about these elements infigure 12.1.� Column B shows the activity codes for each activity item.� Column C shows and describes each element.� Column D describes the activity code (Design, Contingency and Supervision

Elements).� Column E shows the percentage used for each activity.� Column G shows the percentage value based on the different elemental

construction cost.� Column H shows the lump sum value.� Column I shows the calculated value from columns G and H.� Column J shows the cost per lineal meter of each activity line in respect to the

segment length G7.

ESTIMATING MANUAL

EW August 21, 2001

DESIGN AND CONTINGENCYAll design and contingency activities are designated to Activity Code 3500 CellB257. Total Detailed Design Costs are shown in Cell I262.

In summary the following activities are associated with Detailed Design Costs.Activity Code Cell Element Sub-element3510 B106 Grade Construction Design3519 B107 Grade Construction Design Contingency3520 B143 Structural Construction Design3529 B144 Structural Construction Design Contingency3560 B167 Paving Construction Design3569 B168 Paving Construction Design Contingency3540 B190 Operational Construction Design3549 B191 Operational Construction Design Contingency3550 B218 Road Side Construction Design3559 B219 Road Side Construction Design Contingency3570 B247 Other Construction Design3579 B248 Other Construction Design Contingency

3530 B259 Geotechnical Design3539 B260 Geotechnical Design ContingencyExtra Geotechnical costs are shown in the lump sum Cell H259. These costs arenormally greater than the general percentage allocated in cell E259. Theparameters are defined as follows under:Bridges Cell K258 Number of Bridges Cell K257 Cost per Bridge Cell K259Tunnels Cell L258 Number of Tunnels Cell L257 Cost per Tunnel Cell L259Specials Cell M258 Number of Specials Cell M257 Cost per Special Cell M259

Due to cell linkage, a percentage change in the Grade Construction Design CellB106, will result in a change in Paving Cell B167, Operational Cell B190 and OtherConstruction Cell B247.

All contingencies are linked to the header percentage Cell G-4. Each of theseactivities can be change and indicated in RED with a comment inserted forreference.

ESTIMATING MANUAL

EW August 21, 2001

SUPERVISION AND CONTINGENCYAll supervision and contingency costs are designated to Activity Code 6800 (CellB264).Total Supervision Costs are shown in Cell I-266.

The following activities are associated with Supervision Costs.Activity Code Cell Element Sub-element6810 B108 Grade Construction General Supervision6811 B109 Grade Construction Quality Assurance6812 B110 Grade Construction Surveying6819 B111 Grade Construction Supervision Contingency

6820 B145 Structural Construction General Supervision6821 B146 Structural Construction Quality Assurance6822 B147 Structural Construction Surveying6829 B148 Structural Construction Supervision Contingency

6860 B169 Paving Construction General Supervision6861 B170 Paving Construction Quality Assurance6862 B171 Paving Construction Surveying6869 B172 Paving Construction Supervision Contingency

6840 B192 Operational Construction General Supervision6841 B193 Operational Construction Quality Assurance6842 B194 Operational Construction Surveying6849 B195 Operational Construction Supervision Contingency

6850 B220 Road Side Construction General Supervision6851 B221 Road Side Construction Quality Assurance6852 B222 Road Side Construction Surveying6859 B223 Road Side Construction Supervision Contingency

6870 B249 Other Construction General Supervision6871 B250 Other Construction Quality Assurance6872 B251 Other Construction Surveying6879 B252 Other Construction Supervision Contingency

No cells are linked, each cell is different in percentage.

Review the Detailed Design and Supervision total costs in all the elements and inthe summary.

The Detail Design and Supervision estimated costs are complete, proceed to Step 13.

ESTIMATING MANUAL

EW August 21, 2001

STEP 13 LAND ELEMENT

Figure 13.1

Land is divided into three major components.1. Acquisition of Land.2. Associated Cost in purchasing the land.3. Contingency.

Acquisition of Land Activity Code 4010Description of work (Cell D314). As market or income-appraised value,

right-of-way value, severance value, improvement value, easement cost, timbercosts, deduction/special benefits.The total purchase price of land Cell I314 is developed from the followingelements.1. Residential Property

Cell E314 shows the average cost per residential propertyCell G314 indicates the number of residential property required to be

purchased.Cell H314 is the lump sum value for residential properties.

2. Commercial Property Cell E315 shows the average cost per commercial propertyCell G315 indicates the number of commercial properties to be purchased.Cell H315 is the lump sum value for commercial properties.

ESTIMATING MANUAL

EW August 21, 2001

3. Right-of-way property for the highway.Cell M316 indicates the Planned Right-of-way in hectares (ha), based on theparameters defined in the grading element.Cell M317 indicates the required right-of-way for this estimate. This cell isdefaulted to equal the Planned Right-of-way Cell M316. This cell can bechanged and indicated in RED with a comment inserted for reference.Cell M318 shows the cost land per hectare.

For information purposes, the entered cost per hectare in Cell M-318,automatically provides costs in different units:

Cost per meter squared in Cell M319,Cost per Acre in Cell M320 andCost per Square Foot in Cell M321.

For information purposes only, an entered Cost per Square Ft. in Cell N321provides equivalent cost for different unit of measures.

Associated Costs The percentage for associated costs relative to the total acquisition costs is

shown in Cell K322. This percentage can vary from 20% to 40%. See detailsbelow.

Activity Code 4020Description of work (Cell D317). Owner’s entitlements, 5% total take under

one acre/3months rent, mortgage penalty, relocation costs, injurious affection,business disturbance, general disturbance, owner’s executive time, propertypurchase tax, tax adjustments on H12.A percentage in Cell E317 produces a value in Cell G317, based on acquisitioncost in cell I315. A lump sum may be added in Cell H317 and the total cost isshown in cell I315. Cell J317 shows the cost per lineal meter for the segment length G7.

Activity Code 4030Description of work (Cell D318). Lump sum owners costs, owners

appraisal, owner’s legal costs, interests (Sec,45E.A.) A percentage in Cell E318 produces a value in Cell G318, based on acquisitioncost in cell I315. A lump sum may be added in Cell H318 and the total cost isshown in cell I318. Cell J318 shows the cost per lineal meter for the segment length G7.

Activity Code 4040Description of work (Cell D319). Demolition Costs. Clean up of certain sites

could be very expensive based on Current Environmental Regulations.A percentage in Cell E319 produces a value in Cell G319, based on acquisitioncost in cell I315. The lump sum value in Cell H319 is a product of the number ofproperties in Cell G314 and G315 and the demolition average unit price per

ESTIMATING MANUAL

EW August 21, 2001

property in Cell M323. The total cost is shown in cell I318. Cell J318 shows thecost per lineal meter for the segment length G7.

Activity Code 4050Description of work- Property Management, property taxes, utilities,

security-Moth, acquisition fees. A percentage in Cell E320 produces a value in Cell G320, based on acquisitioncost in cell I315. A lump sum may be added in Cell H320 and the total cost isshown in cell I320. Cell J320 shows the cost per lineal meter for the segment length G7.

Activity Code 4080Description of work- Moth staff salaries, travel voucher’s, other reports

Moth, contractor’s salary, MOTH appraisals. A percentage in Cell E323 produces a value in Cell G323, based on acquisitioncost in cell I315. A lump sum may be added in Cell H323 and the total cost isshown in cell I323. Cell J323 shows the cost per lineal meter for the segment length G7.

Activity Code 4090Description of work- Legal Survey

A percentage in Cell E324 produces a value in Cell G324, based on acquisitioncost in cell I315. The lump sum value in Cell H324 is a product of the number ofproperties in Cell G314 and G315 and the average survey unit price per property inCell M324. The total cost is shown in cell I324. Cell J324 shows the cost per linealmeter for the segment length G7.

Contingency Activity Code 4099This percentage in Cell E-331 is linked to the land contingency in the

header Cell H-4A percentage in Cell E331 produces a value in Cell G331 based on acquisitioncost in cell I-315 and the associated cost in cell I329. A lump sum may be added inCell H331 and the total cost is shown in cell I331. Cell J331 shows the cost perlineal meter for the segment length G7.

Review the Land Element total costs in column I- (313:333).

The Land Element estimate is complete, proceed to Step 14.

ESTIMATING MANUAL

EW August 21, 2001

STEP 14 PLANNING AND PRELIMINARY DESIGN ELEMENTS

Figure 14.1

� It is preferable to estimate Planning and Preliminary Design Costs with eachestimate; however these elements can be prepared as a stand-alone estimatein conjunction with Project Management, Management Reserve and Escalationelements.

� In Figure 14.1 the Planning, Preliminary and Functional Design elements arenot derived from a percentage based number. They are based on a compositeunit price per lineal meter of the segment length. The total project Planning andPreliminary cost are summarised in the project summary sheets.

ESTIMATING MANUAL

EW August 21, 2001

� Each of the elements in Figure 14.1 is separated into two components,

Consultants and Ministry. It is important to find out from the client whether allcosts, including past expenditures are part of the total project costs. A projectcould be have shared responsibilities and estimating in the two componentsmay be advisable to establish funds for each group.

PLANNING ELEMENT Activity Code 2500Activity Code 2521A composite unit price in Cell E13 produces a value in Cell G13, based onsegment length of G7 (In the header). A lump sum may be added in Cell H13 andthe total cost is shown in cell I13.

This is similar for Activity Code 2531,2541,2510,2520,2530, and 2540.Activity Code 2502 and 2501 are percentage calculated general items, that couldcarry any extra expenditures in the lump sum cell H16 and H23 if required.

PRELIMINARY DESIGN Activity Code 3000Activity Code 3013A composite unit price in Cell E31 produces a value in Cell G31 based on segmentlength of G7 (In the header). A lump sum may be added in Cell H31 and the totalcost is shown in cell I31. This is similar for Activity Code 3014,3015,3021,3061, & 3071 (in the Consultantscomponent).This is similar for Activity Code 3010,3011,3012,3020,3060, & 3070 (in theMinistry’s component).Activity Code 3002 and 3001 are percentage calculated general item, that couldcarry any past expenditures in the lump sum cell H40 and H52 if required.

Functional costs are also included in the Preliminary element. They arerepresented by Activity Codes 3031,3041 and 3051 in the Consultantscomponent, and Activity Codes 3030, 3040 and 3050 in the Ministry’s Component.

Exception to the above.A percentage parameter in Cell L37 provides a value in the lump sum cell H37,based on the total structural element cost.A unit price per property in Cell L39 provides a value in the lump sum cell H39,based on the number of purchased residential properties.

Review the Planning Element total costs in column I- (13:28). Review the Preliminary Element total costs in column I- (31:57)

The Planning and Preliminary estimates are complete, proceed to Step 15.

ESTIMATING MANUAL

EW August 21, 2001

STEP 15 PROJECT MANAGEMENT ELEMENT

Figure 15.1

General InformationIt is preferable to estimate Project Management Costs with each estimate;however, this element can be prepared as a stand-alone estimate in conjunctionwith Planning and Preliminary Design, Management Reserve and Escalationelements.

In this methodology, Project Management Costs are only calculated based onconstruction and engineering cost shown in Cell I280.

ExceptionManagement of Land is not included in the total above.

Including Land in Project Management Costs An adjustment to the formula is required in cell G283. Existing Formula = (E283*$I$280)New Formula = (E283*($I$280+$I$333)) Copy this formula to the following cells

G284,285,289,290,291,295,296,297,301 and 305. Make these cells RED.

ESTIMATING MANUAL

EW August 21, 2001

There are six major components defined in Project Management Costs.1. Consultant’s Project Management Costs.2. Ministry of Transportation Project Management Costs.3. Public Relations or Communication Costs.4. Legal Costs.5. Insurance Costs.6. Contingency

Project Management Activity Code 2000

Activity Code 2060A percentage in Cell E283 produces a value in Cell G283, based on totalconstruction costs in Cell I280. A lump sum may be added in Cell H283 and thetotal cost is shown in Cell I280. This is similar for Activity Code 2062,2063,2010,2012,2030,2070,2072,2073,2040and 2080.Activity Code 2061Each major component has a general activity. A percentage in Cell E286 producesa value in Cell G286 based on total component costs. A lump sum may be addedin Cell H286 and the total cost is shown in Cell I286. This is similar for Activity Code 2011,2071,2041 and 2081.

Activity Code 2099 ContingencyA percentage in Cell E309 produces a value in Cell G309, based on the sum oftotal component costs. A lump sum may be added in Cell H309 and the total costis shown in Cell I309.

Review the Project Management Element total costs in column I- (282:311)

The Project Management estimate is complete, proceed to Step 16.

ESTIMATING MANUAL

EW August 21, 2001

STEP 16 MANAGEMENT RESERVE ELEMENT

Figure 16.1

General Information� All of the management reserve costs are lumped into one Activity Code 9800.

� It is preferred to estimate Management Reserve Costs with each estimate,however this element can be prepared as a stand-alone estimate in conjunctionwith Planning and Preliminary Design, Project Management and Escalationelements.

� Management Reserve is NOT a contingency. It is an allocation of funds tomanage scope changes, cost pressures, inflation cost, or any other politicalrequests beyond the estimated scope of a project.

� When reviewing the Risks associated with each element, a value can beentered into the lump sum cell adjacent to the element in Column H.

� In Figure 16.1 the percentage indicated are linked to cell G3 in the header.Each of the elements can be modified based on information available when theestimate was prepared. Make that cell RED.

� In the Planning Element a percentage in Cell E336 produces a value in CellG336 based on total cost of that element. A lump sum may be added in CellH336 and the total cost is shown in Cell I336. This typical for all the remainingelements.

ESTIMATING MANUAL

EW August 21, 2001

Review the Management Reserve Element total costs in column I- (336:351)

The Management Reserve estimate is complete, proceed to Step 17.

STEP 17 ESCALATION ELEMENT

Figure 17.1

General Information� All of the escalation values are lumped into Activity Code 9900.

� Escalation element should be prepared as a stand-alone estimate or it can bein conjunction with Planning and Preliminary Design, Project Management andManagement Reserve elements.

� The current prepared estimate in based on a constant year dollars shown in theheader Figure 2.1 Cell C5. If a project is scheduled over a number of years anda project end cost is required, it is important to define how much work will becompleted in each year and what the escalation rate should be for each year.

ESTIMATING MANUAL

EW August 21, 2001

Escalation Calculation1. The value of work is shown in Cell G353. Normally it is zero, link this cell to

H353 to get the project costs. If this is a stand-alone estimate, this value mustbe acquired by summing all the values from the different estimates in Cell H353and entering the sum in G353.

2. Define project duration in years. Figure 17.1 indicates a 5 year project. ColumnE.

3. Define the percentage of work to be completed in each year. The sum of all thepercentages must equal to 100% in cell E367. Column E and the total projectcost in cell G367 must equal cell G353.

4. Establish the escalation rate for each year in Column D.

The total escalation for the project is shown in I367.

Review the Escalation Element total costs in column I- (357:367)The Escalation estimate is complete, proceed to Step 18.

ESTIMATING MANUAL

EW August 21, 2001

Step 18 SUMMARY PAGE

FIgure 18.1

ESTIMATING MANUAL

EW August 21, 2001

The summary page in Figure 18.1 has three important pieces of information.

First, the major activities are summarised between lines 377 and 409. Contingencyhas been stripped from these major activities and combined in the contingencyactivity item, line I400. The cost per lineal meter of road (Estimate Length G7) isshown in column J379 to J410. The percentage of the Total and the percentage ofthe Total Cost for each activity are shown in columns K and L. For informationpurposes only, Line 411 shows construction costs less supervision cost.

Second, the estimate is reported into five major categories with the correspondingcontingency allocated to them and that is shown between lines 413 to 418.

Thirdly, some general information about the estimate is shown between lines 422and the end of the sheet. If any specific information about the estimate requires tobe documented, that information can be typed in the note field.

After completing the first estimate, save and print the estimate. Review the costs ofthe estimate to see if the costs make sense. Adjust quantities or prices to makesure the estimate is reasonable.

The estimate is complete, proceed to Step 19 See Page 19.

ESTIMATING MANUAL

EW August 21, 2001

STEP 22 LINKING ALL THE ESTIMATES INTO THE SUM OF ESTIMATEWORKSHEET.

Figure 22.1

Figure 22.2

General Information� In the File/Page Setup Correct the header and footer in the worksheet (if

not done previously) and rename the summary as required. Keeping thetab names short will help in the linking process.

� In Figure 22.1 correct Col’s. B,C,D and J Between rows 3 and10. Someof these cells are linked to the first estimate EST-1BLANK. If these cellrequire corrections, make them in the first estimate sheet instead,otherwise make a manual correction to the summary.

Linking Estimates� In the summary sheet SUMOFEST (Figure 22.1) in column E, the first estimate

EST-1BLANK is linked to the summary. Changing the estimate name in theworksheet tab automatically changes the name of the linked estimate in theSUMOFEST Column E.

� Inserting a column in any summary must take place between Columns E andH. Column J sums all information between Columns E and H inclusive. DONOT insert Columns before Column E or after Column H. This will result in thevalues in these columns not being added to the total in Column J.

ESTIMATING MANUAL

EW August 21, 2001

� Copy Column E to Column F and G.� Place cursor on cell F4. Then go to Toolbar bar Edit/Replace and Figure 22.2

will appear.� Go to Find what: and enter the sheet or tab name that is shown in Cell F4.

Example ‘EST-1BLANK’ (Enter the information between the single quotemarks only).

� Go to Replace with: and enter exactly the new tab name between the singlequote marks. Make sure there are no extra spaces, it must be exact. Thenclose screen.

� Place cursor on grey box at top of Column F. This will highlight the column. Goto the Toolbar Edit/Replace all information previously entered should still bethere. Hit the replace button and watch the cursor in Column F move from Cell3 to Cell 4. If this is successful then hit the Replace All button and the secondestimate is linked in the summary sheet. If an error occurred when the replacebutton was hit, hit the Close button and check the typing and spaces in the Findwhat and Replace lines.

DIFFERENCE BETWEEN THE SUMOFEST AND SUMOFSUMBoth summaries are similar from row 1 to row 417. The differences are:SUMOFEST – The summary information between row 418 and 459 is linked to thedetailed information within each estimate worksheet.SUMOFSUM – The summary information between row 418 and 459 is linked tothe summary column similar to the information in rows 1 to 417.

ESTIMATING MANUAL

EW August 21, 2001

LINKING SUMMARY WORKSHEETSAll summaries have different amount of estimates within them, therefore the totalor sum column Column J in figure 22.1 will constantly be changing. The columnthat represents the total value, is the column that needs to be indicated in the linkformula.

Figure 22.2

In SUMOFSUMS tab Figure 22.2 Column E shows that the first summary is linked.As indicated before in using the Edit/Replace command, the column referencemust be modified. Example Find what: =SUMOFEST!$J

Replace with: =NEWNAME!$M M is assumed to be the newcolumn total.

ESTIMATING MANUAL

EW August 21, 2001

LINKING ESTIMATES TO MAKE GLOBAL CHANGES Linking estimates provides the estimator the ability to make adjustments to a unitprice in a particular cell on a specific estimate sheet or in a group of estimatesheets, or to all the estimate sheets for the entire project. The changes can bemade to the sheets that appear in one workbook (File) only. Go to the cell in thefirst worksheet that requires adjustment in the workbook and than: � To select a specific group of worksheets hold down the Crtl Button on the Key

board and with the cursor click on the desired tabs at the bottom of theworkbook. Each of these tabs will light up. Make the necessary adjustments tothe required cell on one sheet and press enter. All worksheet have a new valuein the adjusted cell. BE CAREFUL if you made a previous change in that cellon any sheet, this command will override that value. Click on a different tab andthe linked tabs will unlink. Make sure the tabs are unlinked before making anychanges to any worksheets otherwise all subsequent changes will take place inthe linked worksheets as well.

� To select all the worksheets for a project hold down the Shift Button on the Keyboard and with the cursor click on the last estimate tab of the project. All thetabs will light up. Make the necessary adjustments to the required cells andpress enter. All worksheet have a new value in the adjusted cell. BE CAREFULif you made a previous change in any cell, this command will over ride thatvalue. Click on a different tab and the linked tabs will unlink. Make sure the tabsare unlinked before making any changes to any worksheets otherwise allchanges will take place in all estimate sheets .

AppendicesStandard Estimate Worksheet ………………………………… ASummary of Estimates Report…………………………………. BSummary of Summaries Report……………………………….. CDifference Report ……………………………………………….. DActivity Item List………………………………………………….. EActivity Item Description ………………………………………… F

ESTIMATING MANUAL

EW August 21, 2001

Appendix A

Standard Estimating Worksheet

PRINTING DATE: 12/18/02 APPENDIX A Page 1

345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758

B C D E F G H I J K L M N O P

File: Man. Reserve 5.0% Land 4 lane 4 lane Road Types 9. R-E4L-4L D/M Company Job Contingency 15.0% 15.0% name name 1. 2ln Frontage 10.N 4L EXP D/M

(2001 Dollars) Job Division/Site EST# 1 description descriptio2. 2ln Acc Rds 11.N 4L EXP D/E/M ACTIVITY Job Road Type 5 station limit station lim3. 4ln Acc Rds 12.N2L;F4LEXP D/M CODE EST.DATE May. 1, 2001 Length 1000 L.M. station limit SITE C/LM4.R4L-4L EXP R/B 13.INST.R/B-EX.RD

Conceptual Est. R1 DATE: ======= EST# 1 EST# 1 5.R2/3L-4L EXP R/B 14.AS IS 15. Misc. 9,988,520 Blk Est. # 6 R2 DATE: Unit Cost-Quant. Lump Sum 5 5 6.Retr.4L-4LEX R/B 20.I/C Str.&RampsVersion May.2./01 DESCRIPTION Price Unit PerSection Values 1000 1000 7.R4L-4LEX R/B E/S 21. Bridges----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- MR ----------- 8. New 4L EXP R/B 22. Grade Sep.

2500 PLANNING2521 Consultant - transport. planning study 0.00 LM 0 0 0 Description No. Units Quantity Rate Total2531 Consultant - corridor study 0.00 LM 0 0 0 - 2541 Consultant - functional plan. study 0.00 LM 0 0 0 - 2502 Consultant - general 0.0% 0 0 0 -

Consultant sub-total 0 0 - ----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

2510 Ministry - project ident. 0.00 LM 0 0 0 - 2520 Ministry - transport. planning study 0.00 LM 0 0 0 - 2530 Ministry - corridor study 0.00 LM 0 0 0 - 2540 Ministry - functional study 0.00 LM 0 0 0 0 - 2501 Ministry - general 0.0% 0 0 0 -

Ministry Sub-total 0 0 0 Description - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Description No. Units Quantity Rate Total

2599 Planning Contingency 15.0% 0 0 0 - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

TOTAL PLANNING 0 0 - ====== ======= ======================= ======== === ======= ========= ============= ====== -

3000 PRELIMINARY DESIGN - 3013 Consultant - aerial base plan 0.00 LM 0 0 0 - 3014 Consultant - mapping & prel. 10.00 LM 10000 10,000 10 - 3015 Consultant - control survey 0.00 LM 0 0 0 - 3021 Consultant - environmental impact 3.00 LM 3000 3,000 3 - 3031 Consultant - funct.-road field survey 8.00 LM 8000 8,000 8 - 3041 Consultant - functional design 5.00 LM 5000 0 5,000 5 Description - 3051 Consultant - funct. des. structural 0.00 LM 0 28332 28,332 28 Structural 0.50%3061 Consultant - geotechnical design 3.00 LM 3000 3,000 33071 Consultant - right-of-way research 0.00 LM 0 0 0 0 $/Prop. 150$ 3002 Consultant - general 0.0% 0 0 0 Description No. Units Quantity Rate Total

Consultant sub-total 57,332 57 - ----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

3010 Ministry - aerial base plan 0.00 LM 0 0 0 - 3011 Ministry - mapping 0.00 LM 0 0 0 - 3012 Ministry - control survey 0.00 LM 0 0 0 - 3020 Ministry - environmental impact 0.00 LM 0 0 0 - 3030 Ministry - funct.-road field survey 0.00 LM 0 0 0 - 3040 Ministry - functional design 0.00 LM 0 0 0 - 3050 Ministry - funct. des. structural 0.00 LM 0 0 0 - 3060 Ministry - geotechnical design 0.00 LM 0 0 0 - 3070 Ministry - right-of-way research 0.00 LM 0 0 0 - 3001 Ministry - general 0.0% 0 0 0 -

Ministry Sub-total 0 0 - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

3099 Preliminary design Contingency 15.0% 8600 8,600 9 - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

TOTAL PRELIMINARY DESIGN 65,932 66 Description - ====== ======= ======================= ======== === ======= ========= ============= ======

E:\Data\Cost Estimating\CE System\CE Tools\Wolski\Version 6.1\[Appendices

3:00 PM ESTIMATED BY :E.WOLSKI


34567891011






5960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115

6700 UTILITIES Description No. Units Quantity Rate Total6710 Util. Prov. - Hydro 10.00 lm 1000 0 10,000 10 - 6711 Util. Prov. - Telephone 20.00 lm 1000 0 20,000 20 -

Util. Prov. sub-total 30,000 30 - ----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

6712 Util.Others - pipelines 0.00 lm 0 0 0 - 6713 Util.Others - telecommunication 0.00 lm 0 0 0 - 6714 Util.Others - storm & sewer inspect. 0.0% 0 0 0 - 6715 Util.Others - waterworks inspect. 0.0% 0 0 0 - 6716 Util.Others - engineering services 0.00 LM 0 0 0 - 6717 Util.Others - parks/recreation-prel. 0.00 LM 0 0 0 - 6718 Util.Others - transit 0.00 LM 0 0 0 Description - 6719 Util.Others - tr-ops/signs & detours 0.00 LM 0 0 0 (m3) (unit $) ($)6701 Util.Others - general 0.0% 0 0 0 Fill 0

Util.Others sub-total 0 0 Rock 852 18.00 15328 2%----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- O.M. 41727 7.00 292090

6799 Util.Others Contingency 15.0% 4500 0 4,500 5 Strip. 4600 6.00 27600 0.100----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Borrow 0 12.00 0

TOTAL UTILITIES 34,500 35 Misc./LS 0 4.00 0 Surplus Mtl Neat vol.cal====== ======= ======================= ======== === ======= ========= ============= ====== Total 47179 7.10 335019 0

5000 GRADE CONSTRUCTION U. Price Unit Quantity Lump Sum Spec Spec Pl/PL Spec.5032 Grade Cons- water 225.00 lm 0 0 0 0 4 lane 40.0 Resurface5033 Grade Cons- sanitary 150.00 lm 0 0 0 0 Road Road Ditch Width Ditch Width Road 5034 Grade Cons- storm 175.00 lm 0 0 0 pl to pl 40.00 0.00 2.0 0.0 ONLY5031 Grade Cons- mobilization 3.0% 0 0 0 *no./lane 4 0 Col L Vol. Col. M Vol. 05039 Grade Cons- utility contingency 15.0% 0 0 0 *lane wid 3.7 0.0 47,179 - 0.0

Grade Const. Utilities Sub-total 0 0 *med 0.0 0.0 Pmt W= 14.8 0.0----------------------- *shldrs tota 0.0 0.0 CBC. slope CBC. slope 0.0

5010 Grade Cons- site prep./clear,grubbing 8,000 ha 4.00 0 32,000 32 c.b.c.(w) 16.1 0.0 3.0 0.0 A.C. (mm)5020 Grade Cons- road grade/exc,placing,fill 7.10 m3 47179 0 335,019 335 sgsb (w) 18.7 0.0 05030 Grade Cons- drainage/pipe,cul. 0.00 LM 0 22661 22,661 23 SGSBslope :1 3.0 0.0 A.B.C. (mm)5040 Grade Cons- muiltiplate 10000 lm 0 0 0 *depth(d) 1.606 0.000 15% 05050 Grade Cons-SGSB/produce,place,comp 18.00 m3 9693 174,470 174 *road (l) 1000 0 05051 Grade Cons-CBC/produce,place,comp 20.00 m3 6106 122,123 122 *no.cul./kilo 5.0 0.0 500$ Appl. rate5060 Grade Cons- grade finishing landscaping 0.00 m2 25200 0 0 cul.(l) 23.55 0.00 150$ 1.755061 Grade Cons- grade finishing hydro seed. 0.40 m2 25200 10,080 10 *sgsb (d) 0.45 0.00 15%5062 Grade Cons- grade finishing fencing 60.00 lm 0 0 0 *cbc (d) 0.33 0.00 15%5063 Grade Cons- noise barriers 110.00 m2 0 0 0 *Add.ROW 0.00 0.005064 Grade Cons- passing lanes 0.00 lm 0 0 0 X-m3/lm 47.18 0.005090 Grade Cons- sidewalks,curb & gutter 60.00 lm 0 0 0 0 C&G $/LM $40.00 Exp-100kmExp- 80kmColl-80kmp5005 Grade Cons-detours c/w ex,bf,paving 40000 NO 0.5 40000 60,000 60 Decel.(T-lm) 520 440 2605001 Grade Cons- mobilization 3.0% 22691 22,691 23 Accel.(T-lm) 950 630 805099 Grade Cons- Contingency 15.0% 116856 116,856 117 Left T.(T-lm) 716 596 456

Grade Construction Sub-total 895,900 896 TOTAL 2186 1666 796----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Gravel 2.0Tonnes/m3

GRADE CONSTRUCTION COSTS 895,900 896 Drainage No. Units Quantity Rate Total----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Box Cul. 0 lm 45 3500 -

3510 Grade Eng. - detailed design 7.00% 62713 62,713 63 Head Walls 0 ea. 2 5000 - 3519 Grade Eng. - detailed design/Contingency 15.0% 9407 9,407 9 - 6810 Grade Eng. - general const. supervision 4.60% 41211 41,211 41 - 6811 Grade Eng. - quality assurance 3.20% 28669 28,669 29 - 6812 Grade Eng. - surveying 2.00% 17918 17,918 18 - 6819 Grade Eng. - Residency Contingency 15.0% 13170 13,170 13 -

Grade Engineering Sub-total 173,088 173 - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -

Total Grade Const. & Eng. Costs 1,068,987 1069 - ====== ======= ======================= ======== === ======= ========= ============= ====== Drainage -



34567891011






116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178

abut. extraUnit Quantity Lump Brdge Site $ Piers $ Abut. $ length (lm)

5500 STRUCTURAL CONSTRUCTION Price Unit Sum 1 197,160 96,000 237,600 4 10%5522 Struct.Cons - water 225.00 lm 0 0 0 2 - - - 0%5523 Struct.Cons - sanitary 150.00 lm 0 0 0 3 - - - 0%5524 Struct.Cons - storm 175.00 lm 0 0 0 4 - - - 0%5521 Struct.Cons - mobilization 3.0% 0 0 0 5 - - - 0%5599 Struct.Cons - utility contingency 15.0% 0 0 0 Pier/Ht Pier No. P/$/VLM Abut/$/HLM

Structural Const. Utilities Sub-total 0 0 1 8 1 12000 4500----------------------- 2 0

5510 Struct.Cons - tunnel site preparation 0.00 lm 0 0 0 0 35511 Struct.Cons - tunnel construction 13,075 lm 200 2,615,022 2615 45512 Struct.Cons - snow shed site prep. 0.00 lm 0 0 0 55513 Struct.Cons - snow shed site const. - lm 0 0 0 (W) (L) ($/m2) Net Cost

Demolition DECK #1 22.40 75.00 975.00 22338235514 Struct.Cons - bridge site preparation 1 LS 197160 0 197,160 197 DECK #2 05515 Struct.Cons - bridge piers 1 LS 96000 96,000 96 DECK #3 05516 Struct.Cons - bridge abutments 1 LS 237600 237,600 238 DECK #4 05517 Struct.Cons - bridge superstructure 1 LS 1638000 1,638,000 1638 DECK #5 05518 Struct.Cons - retain. wall site prep. 1 LS 0 0 Gross/m2 Net/m25519 Struct.Cons - retaining wall const. 525 m2 0 0 0 1 Name 1529.10 1329.665501 Struct.Cons - mobilization 3.0% 143513 143,513 144 2 #DIV/0! #DIV/0!5529 Struct.Cons - Contingency 15.0% 739094 739,094 739 3 #DIV/0! #DIV/0! Tnnl $/lm -Net

Structural Construction Sub-total 5,666,390 5666 4 #DIV/0! #DIV/0! 13,467 ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- 5 #DIV/0! #DIV/0! Tnnl $/lm -Gross

STRUCTURAL CONSTRUCTION COSTS 5,666,390 5666 2lnSt.w-x x-Pass.Tl shaft 15,487 ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- 1-D-Shape 2-D-Shape 1-Circle Radius-1-D 7.267

3520 Struct. Eng. - detailed design 7.50% 424979 424,979 425 Tunnel L= 0 - 200 Per.S&Rf 24.32 3529 Struct. Eng. - detailed design/Contingency 15.0% 63747 63,747 64 Tun. H1 5.100 2.550 Radius m2/rkac 6.256820 Struct. Eng. - general const. supervision 4.50% 254988 254,988 255 C.Pt. H4 1.00 1.00 1.00 Tnnl height 8.276821 Struct. Eng. - quality assurance 3.00% 169992 169,992 170 Tun.W 12.00 3.00 Wall Tk. Radius-2-D 2.1576822 Struct. Eng. - surveying 0.50% 28332 28,332 28 RFLT. 0.250 0.250 0.250 Per.S&Rf 8.42 6829 Struct. Eng. - Residency Contingency 15.0% 67997 67,997 68 WLT. 0.250 0.250 SOBT m2/rkac 6.25

Structural Engineering Sub-total 1,010,034 1010 BST. 0.500 0.200 0.100 Tnnl height 3.16----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- TOBT 0.100 0.100 Exc.-m3 - -

Total Structural & Eng. Costs 6,676,424 6676 SOBT 0.100 0.100 Obk-m3 - - ====== ======= ======================= ======== === ======= ========= ============= ====== BOBT 0.100 0.100 Liner-m3 - -

Items Quantity rate Total $ Avg.$/ tot-lm 1-Circle6000 PAVING CONSTRUCTION SM./OIL Exc.-m3 1251 100 125055 625 11916020 Paving Con - machine paving asphalt 55.00 t 3730 25900 222,373 222 Obk-m3 196 2625 513188 2566 1706030 Paving Con - machine paving concrete 0.00 m2 0 0 Rk anch-Ea 126 1125 141750 709 3936040 Paving Con - hot reprofiling 0.00 m2 14800 0 0 Misc.-lm 200 2500 500000 2500 12576050 Paving Con - shoulder paving 0.00 t 0 0 0 Liner-m3 405 1050 425030 2125 10.006060 Paving Con - pavement finishing 75.00 m2 0 0 0 Drainage-lm 200 550 110000 550 %6070 Paving Con - seal coating 0.00 0 0 Lighting-m 200 900 180000 900 5%6001 Paving Con - mobilization 3.0% 6671 6,671 7 Mech-m 200 2100 420000 2100 15%6010 Paving Con - pavement design 0.0% 0 0 0 Misc.-lm 200 1000 200000 1000 3%6099 Paving Con - Contingency 15.0% 34357 34,357 34 1Tonne=16.67m2/25mm 2615022 13075 snowshed

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- 60kg=1m2/25mm 1.5L =1M2 (P) length (lm) 0.0PAVING CONSTRUCTION COSTS 263,401 263 asphalt (T)=mm .25L =1M2 (T) Roof 1.0

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- A.C. 100 0 21.00 0.053560 Paving Eng - detailed design 7.00% 18438 18,438 18 A.B.C. 0 0 0.80 800.00$ - 3569 Paving Eng - detailed design/Contingency 15.0% 2766 2,766 3 $Oil/Litre $0.55 5% Walls 2.0 8.006860 Paving Eng - general const. supervision 3.00% 7902 7,902 8 Appl. rate 1.75 1.75 0.80 1,100.00$ - 6861 Paving Eng - quality assurance 5.00% 13170 13,170 13 Pavement Removal (See I155) Base 1.0 15.006862 Paving Eng - surveying 1.00% 2634 2,634 3 m3 $/m3 Total 0.60 600.00$ - 6869 Paving Eng - Residency Contingency 15.0% 3556 3,556 4 150 $20.00 3000 Exc.-m3 1.0 15.00

Paving Engineering Sub-total 48,466 48 Milling 20.00 60.00$ - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- m3 $/m3 Total Drainage 400.00$ -

Total Paving Const. & Eng. Costs 311,867 312 0 $80.00 0 Electrical 1,500.00$ - ====== ======= ======================= ======== === ======= ========= ============= ====== Mech. 950.00$ -

Misc. 300.00$ - #DIV/0! -



34567891011






179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256

6500 OPERATIONAL CONSTRUCTION Pole Sp. (lm) No. of Sides Length 6510 Operat.Con - lighting 5500.00 Ea 0 0 0 55 0 10006520 Operat.Con - signals - Ea 0 0 0 0 Signals No. Units Quantity Rate Total6530 Operat.Con - signing 2.00 LM 2000 2,000 2 Controller 0 ea 1 25,000.00 - 6540 Operat.Con - guard rail 70.00 lm 0 0 0 0 Sig, pol,base 0 ea 4 15,000.00 - 6550 Operat.Con - pavement markings 1.75 lm 5000 0 8,750 9 Wiring U/G 0 ls 1 10,000.00 - 6501 Operat.Con - mobilization 3.0% 323 323 0 - 6599 Operat.Con - contingency 15.0% 1661 1,661 2 -

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - OPERATIONAL CONSTRUCTION COSTS 12,733 13 Signals -

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- LP $/lm 1.00$ Refl. Sp. 20.00 3540 Operat. Eng- detailed design 7.00% 891 891 1 Ext. Lines 1.0 Refl.$/ea 15.00$ 3549 Operat. Eng- detailed design/Contingency 15.0% 134 134 0 Weighscale No. Units Quantity Rate Total6840 Operat. Eng- general const. supervision 6.00% 764 764 1 Buildings 0 m2 60 2,800.00 - 6841 Operat. Eng- quality assurance 2.00% 255 255 0 Pit & Apron 0 m2 120 400.00 - 6842 Operat. Eng- surveying 1.00% 127 127 0 S&I W/S 0 ea 1 80,000.00 - 6849 Operat. Eng- Residency Contingency 15.0% 172 172 0 Parking Lot 0 m2 9000 40.00 -

Operational Enginering Sub-total 2,343 2 Road Const. 0 lm 1,500 400.00 - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- light/signs 0 ls 1 50,000.00 -

Total Operational Const. & Eng. Costs 15,076 15 - ====== ======= ======================= ======== === ======= ========= ============= ====== Weighscale -

Unit Quantity Lump Safety Rest5200 ROAD SIDE CONSTRUCTION Price Unit Sum Area No. Units Quantity Rate Total5203 RoadSide C- water 225.00 lm 0 0 0 Class A&B SAFETY REST AREAS5204 RoadSide C- sanitary 150.00 lm 0 0 0 Buildings 0 m2 100 3,000.00 - 5205 RoadSide C- storm 175.00 lm 0 0 0 Class C - 5202 RoadSide C- mobilization 3.0% 0 0 0 Site/toilets 0 ea 2 12,500.00 - 5209 RoadSide C- Utility Contingency 15.0% 0 0 0 Parking Lot 0 m2 2500 40.00 -

Road Side Const. Utilities Sub-total 0 0 Road Const. 0 lm 800 350.00 - ----------------------- Furnishings 0 ls - 10,000.00 -

5210 RoadSide C- weighscales - ea 0 0 0 0 Landscaping 0 ls 1 5,000.00 - 5220 RoadSide C- safety rest areas - ea 0 0 0 0 light/signs 0 ls - 50,000.00 - 5230 RoadSide C- tourist rest & view areas 40000 ea 0 0 0 0 - 5201 RoadSide C- mobilization 3.0% 0 0 0 SAFETY REST AREAS - 5299 RoadSide C- Contingency 15.0% 0 0 0 Description No. Units Quantity Rate Total

Road Side Construction Sub-total 0 0 0 0 0 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- 0 0 - -

ROAD SIDE CONSTRUCTION COSTS 0 0 0 0 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- 0 0 - -

3550 RoadSide E- detailed design 10.00% 0 0 0 Description - 3559 RoadSide E- detailed design/Contingency 15.0% 0 0 0 Railway No. Units Quantity Rate Total6850 RoadSide E- general const. supervision 6.00% 0 0 0 Removal 1000 tklm 1.00 21.00 21,000 6851 RoadSide E- quality assurance 2.00% 0 0 0 Track Cnst. 1000 tklm 1.00 320.00 320,000 6852 RoadSide E- surveying 1.00% 0 0 0 Ballast 1000 m3 1.13 35.00 39,550 6859 RoadSide E- Residency Contingency 15.0% 0 0 0 Sub-ballast 1000 m3 0.96 25.00 24,000

Road Side Engineering Sub-total 0 0 l Resurfacing 1000 tklm 1.00 10.00 10,000 ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Tie-ins 0 ea 1.00 2800.00 -

Total Road Side Const. & Eng. Costs 0 0 Turnout # 9 0 ea 1.00 35000.00 - ====== ======= ======================= ======== === ======= ========= ============= ====== Others 0 ls 1.00 0.00 -

Unit Quantity Lump 0 - 5300 OTHER CONSTRUCTION Price Unit Sum Earthworks (see grading) 1000 lm 1 0.00 - 5303 Other Const- water 225.00 lm 0 0 0 Railway 414,550 5304 Other Const- sanitary 150.00 lm 0 0 0 R/rd X-ing No. Units Quantity Rate Total5305 Other Const- storm 175.00 lm 0 0 0 Planks 0 tklm 45 1750.00 - 5302 Other Const- mobilization 3.0% 0 0 0 Sig./gates 0 each 1 200,000 - 5309 Other Const- utility contingency 15.0% 0 0 0 - -

Other Const. Utilities Sub-total 0 0 - - ----------------------- R/rd X-ing -

5310 Other Const- railroads main & spur lines 414.55 lm 1000 414,550 415 Description No. Units Quantity Rate Total5320 Other Const- railroad crossings - ea 0 0 0 - - 5330 Other Const- marine work - ea 0 0 0 - - 5340 Other Const- environmental mitigations - ea 0 0 0 - - 5301 Other Const- mobilization 3.0% 12436 12,436 12 - - 5399 Other Const- Contingency 15.0% 64048 64,048 64 - -

Other Construction Sub-total 491,034 491 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

OTHER CONSTRUCTION COSTS 491,034 491 Description - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- -----------

3570 Other Eng. - detailed design 7.00% 34372 0 34,372 34 Environmenta No. Units Quantity Rate Total3579 Other Eng. - detailed design/Contingency 15.0% 5156 5,156 5 Mitigation 0 ls 1 50,000 - 6870 Other Eng. - general const. supervision 3.00% 14731 0 14,731 15 Ponds 0 ea 2 40,000 - 6871 Other Eng. - quality assurance 3.00% 14731 14,731 15 - - 6872 Other Eng. - surveying 3.00% 14731 14,731 15 - - 6879 Other Eng. - Residency Contingency 15.0% 6629 6,629 7 - -

Other Engineering Sub-total 90,350 90 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

Total Other Const. & Eng. Costs 581,385 581 Environmental - ====== ======= ======================= ======== === ======= ========= ============= ======



34567891011






257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320321322323324325326327328329330331332333334

3500 DETAILED DESIGN 1 1 1 from 3510,3520,3540,3550,3570 622,603 623 Bridge Tunnel Special

3530 Geotech. En- detailed design 0.45% 32983 0 32,983 33 - - - 3539 Geotech. En- Contingency 15.0% 4947 4,947 5 Description No. Units Quantity Rate Total

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - - TOTAL DETAILED DESIGN COSTS 660,533 661 - -

====== ======= ======================= ======== === ======= ========= ============= ====== - - 6800 RESIDENT ENGINEERING - -

from 6810,6820,6840,6850,6860,6870 701,678 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

TOTAL RESIDENT ENG. COSTS 701,678 702 Description - ====== ======= ======================= ======== === ======= ========= ============= ====== Description No. Units Quantity Rate Total

- - 0 - -

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - - 0 0 - -

====== =============================== ======== === ======= ========= ============= ====== - - PART 1 SUMMARY - -

CONSTRUCTION 6,403,442 6403 Description - ENGINEERING & SUPERVISION 1,241,863 1242 Description No. Units Quantity Rate TotalCONTRACTUAL CONTINGENCY 1,146,796 1147 - -

0 0 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - - CONSTRUCTION COST TOTAL DIVISION/SITE EST# 1 8,792,100 8792 - -

====== ======= ======================= ======== === ======= ========= ============= ====== - - 2000 PROJECT MANAGEMENT - - 2060 Project Man- office costs wages 1.50% 131882 131,882 132 - - 2062 Project Man- office costs - expenses 0.50% 43961 43,961 44 - - 2063 Project Man- printing costs 0.00% 0 0 0 - - 2061 Project Man- general 0.00% 0 0 0 - -

Project Manager Sub-total 175,842 176 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

2010 Ministry - office costs wages 1.50% 131882 131,882 132 Description - 2012 Ministry - office costs - expenses 0.50% 43961 43,961 44 Description No. Units Quantity Rate Total2030 Ministry - printing costs 0.00% 0 0 0 - - 2011 Ministry - general 0.00% 0 0 0 - -

Ministry Sub-total 175,842 176 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

2070 Public Rel. - wages & expenses 0.55% 48357 48,357 48 - - 2072 Public Rel. - adv., media, displays 0.55% 48357 48,357 48 - - 2073 Public Rel. - opening ceremonies 0.01% 879 0 879 1 Description - 2071 Public Rel. - general 0.00% 0 0 0 Description No. Units Quantity Rate Total

Public Relations Sub-total 97,592 98 - - ----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

2040 Legal Costs - lawyers fees 0.20% 17584 17,584 18 - - 2041 Legal Costs - general 0.00% 0 0 0 - -

Legal Costs Sub-total 17,584 18 - - ----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

2080 Insurance - const./ liability, E&O 1.25% 109901 109,901 110 - - 2081 Insurance - general 0.00% 0 0 0 - -

Legal Costs Sub-total 109,901 110 - - ----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

2099 Project Management Contingency 15.0% 86514 86,514 87 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Description -

TOTAL PROJECT MANAGEMENT COSTS 663,276 663 6.56%====== ======= ======================= ======== === ======= ========= ============= ======

4000 LAND $/Building # buildings LS 0 1 Hectare = 10,000 Square Meters4010 Land(Code -Mrkt,ROW,Serv,Imp.V,Ease.C 250,000 Res 0 0 40,000 40 1 Hectare = 2.471 Acres

Acquisition Sub-total 2,000,000 Com 0 0 40,000 40 1 Acre = 43,560 square feet----------- --------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- Planned ROW 4.0

4020 Land(Code -Bus.,5%,Mrg.P,Rel$,P/Tax,Etc 10.00% 4000 0 4,000 4 10.00% Req. ROW 4.04030 Land(Code -Owners(LS,Apprsl,Rprt,Lgl,In 7.00% 2800 0 2,800 3 7.00% Cost/Ha 10,000 107,637 4040 Land(Code -Demolition 0.00% 0 0 0 0 0.00% Cost/M2 1.00 10.76 4050 Land(Code -Pro.Man,P.Tax,Util,Security 1.00% 400 0 400 0 1.00% Cost /Acre 4,047 43,560 4060 Land(Code -Not Used Cost /Ft2 0.09 1.00$ 4070 Land(Code -Not Used 25.00%4080 Land(Code -Acq.F,M/Sal,TrvlV,Cntr.S,Appr 7.00% 2800 0 2,800 3 7.00% Demo./unit 10,000$ 4090 Land(Code -Surveys 0.00% 0 0 0 0 0.00% Survey /unit 2,000$

Description No. Units Quantity Rate Total- - - - - -

Associated costs-sub-total 10000 10,000 10 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

4099 Land Contingency Sub-total 15.0% 7500 0 7,500 8 - - ----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - -

TOTAL LAND COSTS 57,500 58 Description - ====== ======= ======================= ======== === ======= ========= ============= ======



34567891011






335336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373374375376

9800 MANAGEMENT RESERVE Description No. Units Quantity Rate TotalMAN. RES. - planning 5.0% 0 0 0 - - MAN. RES. - preliminary design 5.0% 65932 3,297 3 - - MAN. RES. - utility construction 5.0% 34500 1,725 2 - - MAN. RES. - grade construction 5.0% 895900 44,795 45 - - MAN. RES. - structural construction 5.0% 5666390 283,319 283 - - MAN. RES. - paving construction 5.0% 263401 13,170 13 - - MAN. RES. - operation construction 5.0% 12733 637 1 - - MAN. RES. - roadside construction 5.0% 0 0 0 - - MAN. RES. - other construction 5.0% 491034 24,552 25 - - MAN. RES. - project management 5.0% 663276 33,164 33 - - MAN. RES. - land 5.0% 57500 2,875 3 - - MAN. RES. - detailed eng. 5.0% 660533 33,027 33 - - MAN. RES. - residency eng. 5.0% 701678 35,084 35 - - MAN. RES. - Contingency 0.0% 0 0 0 - -

----------- -------------- ----------------------------------------- --------------- ----- ----------------- ----------------- ----------------------- ----------- - - TOTAL MANAGEMENT RESERVE 9512876 475,644 476 - -

====== ======= ======================= ======== === ======= ========= ============= ====== Description - TOTAL LESS ESCALATION 0 9988520 Description No. Units Quantity Rate TotalFISCAL - -

9900 ESCALATION - - YEAR PROJECTED ESCALATION COMPLETE $ DONE - -

2002-2003 0.5750% 5.00% 0 0 0 - - 2003 - 2004 0.6250% 10.00% 0 0 0 - - 2004-2005 1.0000% 35.00% 0 0 0 - - 2005-2006 1.0000% 45.00% 0 0 0 - - 2006-2007 1.0000% 5.00% 0 0 0 - - 2007-2008 1.0000% 0.00% 0 0 0 - - 2008-2009 1.0000% 0.00% 0 0 0 - - 2009-2010 1.0000% 0.00% 0 0 0 - - 2010-2011 1.0000% 0.00% 0 0 0 - -

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - - TOTAL ESCALATION 100.00% 0 0 0 - -

====== ======= ======================= ======== === ======= ========= ============= ====== - - PART 2 SUMMARY NON-CONSTRUCTION COSTS - -

Non-Construction 1,102,406 1102 - - Non-Const. Contingency 94,014 94 - -

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- - - TOTAL NON-CONSTRUCTION COSTS 1,196,420 1196 - -

====== ======= ======================= ======== === ======= ========= ============= ====== - - EST# 1 TOTAL FOR ROAD TYPE 5 9,988,520 9989 Description -

====== ======= ======================= ======== === ======= ========= ============= ======



34567891011






377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433434435436437438439440441442443444445446447448449450451452453454

SUMMARY BY ACTIVITY LEVEL Previous Cost/LM % of T % of TCDiff. Estimate

2000 PROJECT MANAGEMENT -576762 0 576,762 577 5.8% 5.8%----------- -------------- ----------------------------------------- --------------- ----- ------------------- ----------------- ----------------------- ----------- -------------- --------------

2500 PLANNING 0 0 0 0 0.0% 0.0%3000 PRELIMINARY DESIGN -57332 0 57,332 57 0.6% 0.6%3500 DETAILED DESIGN -574377 0 574,377 574 5.8% 5.8%

Total Engineering -631709 0 631,709 632 6.3% 6.3%

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------4000 LAND ACQUISITION -50000 0 50,000 50 0.5% 0.5%

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------5000 GRADE CONSTRUCTION -779043 0 779,043 779 7.8% 7.8%5200 ROAD SIDE CONSTRUCTION 0 0 0 0 0.0% 0.0%5300 OTHER CONSTRUCTION -426986 0 426,986 427 4.3% 4.3%5500 STRUCTURAL CONSTRUCTION -4927295 0 4,927,295 4927 49.3% 49.3%6000 PAVING CONSTRUCTION -229044 0 229,044 229 2.3% 2.3%6500 OPERATIONAL CONSTRUCTION -11073 0 11,073 11 0.1% 0.1%6700 UTILITY CONSTRUCTION -30000 0 30,000 30 0.3% 0.3%6800 RESIDENT ENGINEERING -610155 0 610,155 610 6.1% 6.1%

Total Construction -7013596 0 7,013,596 7014 70.2% 70.2%----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------

9700 CONTINGENCY -1240810 0 1,240,810 1241 12.4% 12.4%----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------

SUB-TOTAL -9512876 0 9,512,876 9513 95.2% 95.2%9800 MANAGEMENT RESERVE -475644 0 475,644 476 4.8% 4.8%

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------TOTAL -9988520 0 9,988,520 9989 100.0% 100.0%

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------9900 ESCALATION 0 0 0 0 0.0%

----------- -------------- ----------------------------------------- --------------- ----- ------------- ----------------- ----------------------- ----------- -------------- --------------TOTAL COST -9988520 0 9,988,520 9989 100.0%

====== ======= ======================= ======== === ======= ========= ============= ====== ======= =======Constr. Less Resident Eng. -6403442 0 6,403,442 6403

ENG. & PM 1,389,741 1390LAND 57,500 58CONST. 8,065,636 8066MAN. RES. 475,644 476ESC. 0 0TOTAL 9,988,520 9989

EST# 1 AssumptionsShoulder Lane Lane Median Lane Lane Shoulder

1 Existing Right-Of -Way m Existing Rd - - - - - - - Pvmt Width 0.0

partial taking Shoulder Lane Lane Median Lane Lane Shoulder2 New Addition Right-Of -Way Yes m New Rd. - 3.70 3.70 - 3.70 3.70 -

Pvmt Width 14.8NOTES:

Bridges Width(m) Length(m)3.1 Name 22.4 75.03.2 0 0.0 0.03.3 0 0.0 0.03.4 0 0.0 0.03.5 0 0.0 0.0

4 Tunnels Length(m) Width(m) Height(m)4.1 2lnSt.w-x 0 12.0 8.274.2 x-Pass.Tl 0 3.0 3.164.3 shaft 200 2.0 Diameter4.4 snowshedlength (lm) 0


ESTIMATING MANUAL Page 75

EW August 21, 2001

Appendix B

Summary of Estimates Report

PRINTING DATE: 12/21/02 Estimated by Ernest Wolski

APPENDIX B Page 1

345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758

B C D E F G H I J K L

File: 4 lane NAME OF STUDY Total Road TypeCompany Job name AREA Line 1. 2ln Fron

(2001 Dollars) Job description Option Study Cost 2. 2ln Acc ACTIVITY Job station limit Option " D " 3. 4ln Acc CODE EST.DATE May. 1, 2001 station limit C/LM 4.R4L-4L E

Conceptual Est. Divison\site EST# 1 MR 1000 5.R2/3L-4LBlk Est. # 6 Road Type 5 OR 0 6.Retr.4L-4Version May.2./01 DESCRIPTION \Length 1000 TR 1000 1000 7.R4L-4LE-------- ---------------- ------------------------------------------------- MR ------------- 8. New 4L 2500 PLANNING2521 Consultant - transport. planning study 0 0 02531 Consultant - corridor study 0 0 02541 Consultant - functional plan. study 0 0 02502 Consultant - general 0 0 0

Consultant sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2510 Ministry - project ident. 0 0 02520 Ministry - transport. planning study 0 0 02530 Ministry - corridor study 0 0 02540 Ministry - functional plan. study 0 0 02501 Ministry - general 0 0 0

Ministry Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2599 Planning Contingency 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL PLANNING 0 0 0==== ========= =========================== ================================================= ============== =======3000 PRELIMINARY DESIGN3013 Consultant - aerial base plan 0 0 03014 Consultant - mapping 10,000 10,000 103015 Consultant - control survey 0 0 03021 Consultant - environmental impact 3,000 3,000 33031 Consultant - funct.-road field survey 8,000 8,000 83041 Consultant - functional design 5,000 5,000 53051 Consultant - funct. structural des. 28,332 28,332 283061 Consultant - geotechnical design 3,000 3,000 33071 Consultant - right-of-way research 0 0 03002 Consultant - general 0 0 0

Consultant sub-total 57,332 57,332 57-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3010 Ministry - aerial base plan 0 0 03011 Ministry - mapping 0 0 03012 Ministry - control survey 0 0 03020 Ministry - environmental impact 0 0 03030 Ministry - funct.-road field survey 0 0 03040 Ministry - functional design 0 0 03050 Ministry - funct. structural des. 0 0 03060 Ministry - geotechnical design 0 0 03070 Ministry - right-of-way research 0 0 03001 Ministry - general 0 0 0

Ministry Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3099 Preliminary design Contingency 8,600 8,600 9-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL PRELIMINARY DESIGN 65,932 65,932 66==== ========= =========================== ================================================= ============== =======

E:\Data\Cost Estimating\Tools\Wolski\Version 6.1\[Appendices A,B,C,D,E.xls]Appendix B


APPENDIX B Page 2

34567891011




Conceptual Est. Divison\site EST# 1 MR 1000 5.R2/3L-4LBlk Est. # 6 Road Type 5 OR 0 6.Retr.4L-4Version May.2./01 DESCRIPTION \Length 1000 TR 1000 1000 7.R4L-4LE-------- ---------------- ------------------------------------------------- MR ------------- 8. New 4L


5960616263646566676869707172737475767778798081828384858687888990919293949596979899

100101102103104105106107108109110111112113114115

6700 UTILITIES6710 Util. Prov. - Hydro 10,000 10,000 106711 Util. Prov. - Telephone 20,000 20,000 20

Util. Prov. sub-total 30,000 30,000 30-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------6712 Util.Others - pipelines 0 0 06713 Util.Others - telecommunication 0 0 06714 Util.Others - storm & sewer inspect. 0 0 06715 Util.Others - waterworks inspect. 0 0 06716 Util.Others - engineering services 0 0 06717 Util.Others - parks/recreation-prel. 0 0 06718 Util.Others - transit 0 0 06719 Util.Others - tr-ops/signs & detours 0 0 06701 Util.Others - general 0 0 0

Util.Others sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------6799 Util.Others Contingency 4,500 4,500 5-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL UTILITIES 34,500 34,500 35==== ========= =========================== ================================================= ============== =======5000 GRADE CONSTRUCTION5032 Grade Const- water 0 0 05033 Grade Const- sanitary 0 0 05034 Grade Const- storm 0 0 05031 Grade Const- mobilization 0 0 05039 Grade Const- utility contingency 0 0 0

Grade Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------

5010 Grade Const- site prep./clear,grubbing 32,000 32,000 325020 Grade Const- road grade/exc,placing,fill 335,019 335,019 3355030 Grade Const- drainage/pipe,cul. 22,661 22,661 235040 Grade Const- muiltiplate 0 0 05050 Grade Const-SGSB/produce,place,comp 174,470 174,470 1745051 Grade Const-CBC/produce,place,comp 122,123 122,123 1225060 Grade Const- grade finishing landscaping 0 0 05061 Grade Const- grade finishing hydro seed. 10,080 10,080 105062 Grade Const- grade finishing fencing 0 0 05063 Grade Const- noise barriers 0 0 05064 Grade Const- passing lanes 0 0 05090 Grade Const- sidewalks,curb & gutter 0 0 05005 Grade Const-detours c/w ex,bf,paving 60,000 60,000 605001 Grade Const- mobilization 22,691 22,691 235099 Grade Const- Contingency 116,856 116,856 117

Grade Construction Sub-total 895,900 895,900 896-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

GRADE CONSTRUCTION COSTS 895,900 895,900 896-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3510 Grade Eng. - detailed design 62,713 62,713 633519 Grade Eng. - detailed design/Contingency 9,407 9,407 96810 Grade Eng. - general const. supervision 41,211 41,211 416811 Grade Eng. - quality assurance 28,669 28,669 296812 Grade Eng. - surveying 17,918 17,918 186819 Grade Eng. - Residency Contingency 13,170 13,170 13

Grade Engineering Sub-total 173,088 173,088 173-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Grade Const. & Eng. Costs 1,068,987 1,068,987 1069==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 3

34567891011






116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152

5500 STRUCTURAL CONSTRUCTION5522 Struct.Const - water 0 0 05523 Struct.Const - sanitary 0 0 05524 Struct.Const - storm 0 0 05521 Struct.Const - mobilization 0 0 05599 Struct.Const - utility contingency 0 0 0

Structural Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------

5510 Struct.Const - tunnel site preparation 0 0 05511 Struct.Const - tunnel construction 2,615,022 2,615,022 26155512 Struct.Const - snow shed site prep. 0 0 05513 Struct.Const - snow shed site const. 0 0 0

5514 Struct.Const - bridge site preparation 197,160 197,160 1975515 Struct.Const - bridge piers 96,000 96,000 965516 Struct.Const - bridge abutments 237,600 237,600 2385517 Struct.Const - bridge superstructure 1,638,000 1,638,000 16385518 Struct.Const - retain. wall site prep. 0 0 05519 Struct.Const - retaining wall const. 0 0 05501 Struct.Const - mobilization 143,513 143,513 1445529 Struct.Const - Contingency 739,094 739,094 739

Structural Construction Sub-total 5,666,390 5,666,390 5666-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

STRUCTURAL CONSTRUCTION COSTS 5,666,390 5,666,390 5666-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3520 Struct. Eng. - detailed design 424,979 424,979 4253529 Struct. Eng. - detailed design/Contingency 63,747 63,747 646820 Struct. Eng. - general const. supervision 254,988 254,988 2556821 Struct. Eng. - quality assurance 169,992 169,992 1706822 Struct. Eng. - surveying 28,332 28,332 286829 Struct. Eng. - Residency Contingency 67,997 67,997 68

Structural Engineering Sub-total 1,010,034 1,010,034 1010-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Structural & Eng. Costs 6,676,424 6,676,424 6676==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 4

34567891011






153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199

6000 PAVING CONSTRUCTION6020 Paving Cons- machine paving asphalt 222,373 222,373 2226030 Paving Cons- machine paving concrete 0 0 06040 Paving Cons- hot reprofiling 0 0 06050 Paving Cons- shoulder paving 0 0 06060 Paving Cons- pavement finishing 0 0 06070 Paving Cons- seal coating 0 0 06001 Paving Cons- mobilization 6,671 6,671 76010 Paving Cons- pavement design 0 0 06099 Paving Cons- Contingency 34,357 34,357 34-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

PAVING CONSTRUCTION COSTS 263,401 263,401 263-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3560 Paving Eng. - detailed design 18,438 18,438 183569 Paving Eng. - detailed design/Contingency 2,766 2,766 36860 Paving Eng. - general const. supervision 7,902 7,902 86861 Paving Eng. - quality assurance 13,170 13,170 136862 Paving Eng. - surveying 2,634 2,634 36869 Paving Eng. - Residency Contingency 3,556 3,556 4

Paving Engineering Sub-total 48,466 48,466 48-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Paving Const. & Eng. Costs 311,867 311,867 312==== ========= =========================== ================================================= ============== =======

6500 OPERATIONAL CONSTRUCTION6510 Operat.Cons- lighting 0 0 06520 Operat.Cons- signals 0 0 06530 Operat.Cons- signing 2,000 2,000 26540 Operat.Cons- guard rail 0 0 06550 Operat.Cons- pavement markings 8,750 8,750 96501 Operat.Cons- mobilization 323 323 06599 Operat.Cons- contingency 1,661 1,661 2-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

OPERATIONAL CONSTRUCTION COSTS 12,733 12,733 13-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3540 Operat. Eng.- detailed design 891 891 13549 Operat. Eng.- detailed design/Contingency 134 134 06840 Operat. Eng.- general const. supervision 764 764 16841 Operat. Eng.- quality assurance 255 255 06842 Operat. Eng.- surveying 127 127 06849 Operat. Eng.- Residency Contingency 172 172 0

Operational Enginering Sub-total 2,343 2,343 2-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Operational Const.& Eng.Costs 15,076 15,076 15==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 5

34567891011






200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256

5200 ROAD SIDE CONSTRUCTION5203 RoadSide Co- water 0 0 05204 RoadSide Co- sanitary 0 0 05205 RoadSide Co- storm 0 0 05202 RoadSide Co- mobilization 0 0 05209 RoadSide Co- Utility Contingency 0 0 0

Road Side Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------

5210 RoadSide Co- weighscales 0 0 05220 RoadSide Co- safety rest areas 0 0 05230 RoadSide Co- tourist rest & view areas 0 0 05201 RoadSide Co- mobilization 0 0 05299 RoadSide Co- Contingency 0 0 0

Road Side Construction Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

ROAD SIDE CONSTRUCTION COSTS 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3550 RoadSide En- detailed design 0 0 03559 RoadSide En- detailed design/Contingency 0 0 06850 RoadSide En- general const. supervision 0 0 06851 RoadSide En- quality assurance 0 0 06852 RoadSide En- surveying 0 0 06859 RoadSide En- Residency Contingency 0 0 0

Road Side Engineering Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Road Side Const.& Eng.Costs 0 0 0==== ========= =========================== ================================================= ============== =======

5300 OTHER CONSTRUCTION5303 Other Const.- water 0 0 05304 Other Const.- sanitary 0 0 05305 Other Const.- storm 0 0 05302 Other Const.- mobilization 0 0 05309 Other Const.- utility contingency 0 0 0

Other Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------

5310 Other Const.- railroads main & spur lines 414,550 414,550 4155320 Other Const.- railroad crossings 0 0 05330 Other Const.- marine work 0 0 05340 Other Const.- environmental mitigations 0 0 05301 Other Const.- mobilization 12,436 12,436 125399 Other Const.- Contingency 64,048 64,048 64

Other Construction Sub-total 491,034 491,034 491-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

OTHER CONSTRUCTION COSTS 491,034 491,034 491-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3570 Other Eng. - detailed design 34,372 34,372 343579 Other Eng. - detailed design/Contingency 5,156 5,156 56870 Other Eng. - general const. supervision 14,731 14,731 156871 Other Eng. - quality assurance 14,731 14,731 156872 Other Eng. - surveying 14,731 14,731 156879 Other Eng. - Residency Contingency 6,629 6,629 7

Other Engineering Sub-total 90,350 90,350 90-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Other Const.& Eng.Costs 581,385 581,385 581==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 6

34567891011






257258259260261262263264265266267268269270271272273274275276277278279280281

3500 DETAILED DESIGN from 3510,3520,3540,3550,3570 622,603 622,603 623

3530 Geotech. En - detailed design 32,983 32,983 333539 Geotech. En - Contingency 4,947 4,947 5-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL DETAILED DESIGN COSTS 660,533 660,533 661==== ========= =========================== ================================================= ============== =======6800 RESIDENT ENGINEERING 0

from 6810,6820,6840,6850,6860,6870 701,678 701,678-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL RESIDENT ENG. COSTS 701,678 701,678 702==== ========= =========================== ================================================= ============== =======

00 0

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------0 0 0

==== ========= =========================== ================================================= ============== =======PART 1 SUMMARY

CONSTRUCTION 6,403,442 6,403,442 6403ENGINEERING & SUPERVISION 1,241,863 1,241,863 1242CONTRACTUAL CONTINGENCY 1,146,796 1,146,796 1147

0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

CONSTRUCTION COST TOTAL 8,792,100 8,792,100 8792==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 7

34567891011






282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320321322323324325326327328329330331332333334

2000 PROJECT MANAGEMENT2060 Project Man. - office costs wages 131,882 131,882 1322062 Project Man. - office costs - expenses 43,961 43,961 442063 Project Man. - printing costs 0 0 02061 Project Man. - general 0 0 0

Project Manager Sub-total 175,842 175,842 176-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2010 Ministry - office costs wages 131,882 131,882 1322012 Ministry - office costs - expenses 43,961 43,961 442030 Ministry - printing costs 0 0 02011 Ministry - general 0 0 0

Ministry Sub-total 175,842 175,842 176-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2070 Public Rel. - wages & expenses 48,357 48,357 482072 Public Rel. - adv., media, displays 48,357 48,357 482073 Public Rel. - opening ceremonies 879 879 12071 Public Rel. - general 0 0 0

Public Relations Sub-total 97,592 97,592 98-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2040 Legal Costs - lawyers fees 17,584 17,584 182041 Legal Costs - general 0 0 0

Legal Costs Sub-total 17,584 17,584 18-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2080 Insurance - const./ liability, E&O 109,901 109,901 1102081 Insurance - general 0 0 0

Legal Costs Sub-total 109,901 109,901 110-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2099 Project Management Contingency 86,514 86,514 87-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL PROJECT MANAGEMENT COSTS 663,276 663,276 663==== ========= =========================== ================================================= ============== =======4000 LAND 0 04010 Land(Code 4-Mrkt,ROW,Serv,Imp.V,Ease.C,T 40,000 40,000 40

Acquisition Sub-total 40,000 40,000 40-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------4020 Land(Code 4-Bus.,5%,Mrg.P,Rel$,P/Tax,Etc 4,000 4,000 44030 Land(Code 4-Owners(LS,Apprsl,Rprt,Lgl,In 2,800 2,800 34040 Land(Code 4-Demolition 0 0 04050 Land(Code 4-Pro.Man,P.Tax,Util,Security 400 400 04060 Land(Code 4-Not Used 0 0 04070 Land(Code 4-Not Used 0 0 04080 Land(Code 4-Acq.F,M/Sal,TrvlV,Cntr.S,Appr. 2,800 2,800 34090 Land(Code 4-Surveys 0 0 0

0 0 00 0 00 0 00 0 0

Associated costs-sub-total 10,000 10,000 10-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------4099 Land Contingency Sub-total 7,500 7,500 8-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL LAND COSTS 57,500 57,500 58==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 8

34567891011






335336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373374375376

9800 MANAGEMENT RESERVE 0MAN. RES. - planning 0 0 0MAN. RES. - preliminary design 3,297 3,297 3MAN. RES. - utility construction 1,725 1,725 2MAN. RES. - grade construction 44,795 44,795 45MAN. RES. - structural construction 283,319 283,319 283MAN. RES. - paving construction 13,170 13,170 13MAN. RES. - operation construction 637 637 1MAN. RES. - roadside construction 0 0 0MAN. RES. - other construction 24,552 24,552 25MAN. RES. - project management 33,164 33,164 33MAN. RES. - land 2,875 2,875 3MAN. RES. - detailed eng. 33,027 33,027 33MAN. RES. - residency eng. 35,084 35,084 35MAN. RES. - risk contingency 0 0 0

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------TOTAL MANAGEMENT RESERVE 475,644 475,644 476

==== ========= =========================== ================================================= ============== =======TOTAL LESS ESCALATION

FISCAL9900 ESCALATION

YEAR PROJECTED ESCALATION 2002-2003 0.5750% 0 0 02003 - 2004 0.6250% 0 0 02004-2005 1.0000% 0 0 02005-2006 1.0000% 0 0 02006-2007 1.0000% 0 0 02007-2008 1.0000% 0 0 02008-2009 1.0000% 0 0 02009-2010 1.0000% 0 0 02010-2011 1.0000% 0 0 0

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------TOTAL ESCALATION 0 0 0

==== ========= =========================== ================================================= ============== =======PART 2 SUMMARY NON-CONSTRUCTION COS 0

Non-Construction 1,102,406 1,102,406 1102Non-Const. Contingency 94,014 94,014 94

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------TOTAL NON-CONSTRUCTION COS 1,196,420 1,196,420 1196

==== ========= =========================== ================================================= ============== =======DIVISION TOTAL FOR ROAD TYPE 9,988,520 9,988,520 9989

==== ========= =========================== ================================================= ============== =======


APPENDIX B Page 9

34567891011






377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411

SUMMARY BY ACTIVITY LEVEL Cost/LM % of T

2000 PROJECT MANAGEMENT 576,762 576,762 577 5.8%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------2500 PLANNING 0 0 0 0.0%3000 PRELIMINARY DESIGN 57,332 57,332 57 0.6%3500 DETAILED DESIGN 574,377 574,377 574 5.8%

Total Engineering 631,709 631,709 632 6.3%

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------4000 LAND ACQUISITION 50,000 50,000 50 0.5%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------5000 GRADE CONSTRUCTION 779,043 779,043 779 7.8%5200 ROAD SIDE CONSTRUCTION 0 0 0 0.0%5300 OTHER CONSTRUCTION 426,986 426,986 427 4.3%5500 STRUCTURAL CONSTRUCTION 4,927,295 4,927,295 4927 49.3%6000 PAVING CONSTRUCTION 229,044 229,044 229 2.3%6500 OPERATIONAL CONSTRUCTION 11,073 11,073 11 0.1%6700 UTILITY CONSTRUCTION 30,000 30,000 30 0.3%6800 RESIDENT ENGINEERING 610,155 610,155 610 6.1%

0 0 0Total Construction 7,013,596 7,013,596 7014 70.2%

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------9700 CONTINGENCY 1,240,810 1,240,810 1241 12.4%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------

SUB-TOTAL 9,512,876 9,512,876 9513 95.2%9800 MANAGEMENT RESERVE 475,644 475,644 476 4.8%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------

TOTAL 9,988,520 9,988,520 9989 100.0%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------9900 ESCALATION 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------

TOTAL COST 9,988,520 9,988,520 9989==== ========= =========================== ================================================= ============== ======= =======

Const. Less Resident Eng. 6,403,442 6,403,442 6403


APPENDIX B Page 10

34567891011






412413414415416417418419420421422423424425426427428429430431432433434435436437438439440441442443444445446447448449450451452453454455456457458459460461462463464

Engineering 1,389,741 1,389,741 1390Land 57,500 57,500 58

Construction 8,065,636 8,065,636 8066Management Reserve 475,644 475,644 476

Escalation 0 0 0Total 9,988,520 9,988,520 9989

------------------------------------------------- -------------------------------------------------------------------------------------- ---- ------------------------BASIC QUANTITY SUMMARY

Construct.Cost ONLY Per L.M. 8,066 $/LM 8,066Land Area 4.0 ha 4.0

Mobilization 185,634 185,634Land Cont. 7,500 7,500

Construction Cont. 960,516 960,516 1,052,039Engineering Cont. 181,271 181,271Supervision Cont. 91,523 91,523

Total Cont. 1,240,810 1,240,810

S.G.S.B. 9,693 m3 9,693C.B.C. 6,106 m3 6,106

Asphalt 3,730 t 3,730Concrete Barrier 0 lm 0

Noise Attentuation Wall 0 m2 0No. of Light Poles 0 ea 0

Sidewalk 0 lm 0Curb and Gutter 0 lm 0

Signals 0 ea 0m3

------------------------------------------------- -------------------------------------------------------------------------------------- ---- ------------------------ ENG DIFTotal Rock 852 m3 852 0 852

Total OM 41,727 m3 41,727 0 41,727Total Stripping 4,600 m3 4,600 0 4,600

Total Borrow 0 m3 0 0Total Cut/Excavation 47,179 m3 47,179 0 47,179

Total Fill 0 m3 0 0 0Surplus or Deficit 47,179 m3 47,179

-------------------------------------------------------------------------------------- ---- ------------------------ -------------ENG & PM 1.390 1.390 1.39

LAND 0.058 0.058 0.06CONST. 2.400 2.400 2.40

BRIDGES-R/W 5.666 5.666 5.67MANAGEMENT RESERVE 0.476 0.476 0.48

ESCALATION 0.000 0.000 0.00TOTAL (Millions) 9.990 9.990 9.99


EW August 21, 2001

Appendix C

Summary of Summaries Report


APPENDIX C Page 1

File: NAME OF STUDY SUMMARY Total Road TypeCompany Job AREA OF Line 1. 2ln Fron(2001 DollarsJob Option Study SUMMARIES Cost 2. 2ln Acc

ACTIVITY Job Option " D " ONLY 3. 4ln Acc CODE EST.DATE May. 1, 2001 0 C/LM 4.R4L-4L E

Conceptual Est. MAIN RD 1000 MR 1000 5.R2/3L-4LBlk Est. # 6 OTHER ROADS 0 OR 0 6.Retr.4L-4Version May.2./01 DESCRIPTION \TOTAL ROADS 1000 TR 1000 1000 7.R4L-4LE-------- ---------------- ------------------------------------------------- --------------------------------------------------------------------------- ------------------------ ------------- 8. New 4L 2500 PLANNING2521 Consultant - transport. planning study 0 0 02531 Consultant - corridor study 0 0 02541 Consultant - functional plan. study 0 0 02502 Consultant - general 0 0 0

Consultant sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2510 Ministry - project ident. 0 0 02520 Ministry - transport. planning study 0 0 02530 Ministry - corridor study 0 0 02540 Ministry - functional plan. study 0 0 02501 Ministry - general 0 0 0

Ministry Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2599 Planning Contingency 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL PLANNING 0 0 0==== ========= =========================== ================================================= ============== =======3000 PRELIMINARY DESIGN3013 Consultant - aerial base plan 0 0 03014 Consultant - mapping 10,000 10,000 103015 Consultant - control survey 0 0 03021 Consultant - environmental impact 3,000 3,000 33031 Consultant - funct.-road field survey 8,000 8,000 83041 Consultant - functional design 5,000 5,000 53051 Consultant - funct. structural des. 28,332 28,332 283061 Consultant - geotechnical design 3,000 3,000 33071 Consultant - right-of-way research 0 0 03002 Consultant - general 0 0 0

Consultant sub-total 57,332 57,332 57-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3010 Ministry - aerial base plan 0 0 03011 Ministry - mapping 0 0 03012 Ministry - control survey 0 0 03020 Ministry - environmental impact 0 0 03030 Ministry - funct.-road field survey 0 0 03040 Ministry - functional design 0 0 03050 Ministry - funct. structural des. 0 0 03060 Ministry - geotechnical design 0 0 03070 Ministry - right-of-way research 0 0 03001 Ministry - general 0 0 0

Ministry Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3099 Preliminary design Contingency 8,600 8,600 9-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL PRELIMINARY DESIGN 65,932 65,932 66==== ========= =========================== ================================================= ============== =======

E:\Data\Cost Estimating\Tools\Wolski\Version 6.1\[Appendices A,B,C,D,E.xls]Appendix C


APPENDIX C Page 2



Conceptual Est. MAIN RD 1000 MR 1000 5.R2/3L-4LBlk Est. # 6 OTHER ROADS 0 OR 0 6.Retr.4L-4Version May.2./01 DESCRIPTION \TOTAL ROADS 1000 TR 1000 1000 7.R4L-4LE-------- ---------------- ------------------------------------------------- --------------------------------------------------------------------------- ------------------------ ------------- 8. New 4L



Util. Prov. sub-total 30,000 30,000 30-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------6712 Util.Others - pipelines 0 0 06713 Util.Others - telecommunication 0 0 06714 Util.Others - storm & sewer inspect. 0 0 06715 Util.Others - waterworks inspect. 0 0 06716 Util.Others - engineering services 0 0 06717 Util.Others - parks/recreation-prel. 0 0 06718 Util.Others - transit 0 0 06719 Util.Others - tr-ops/signs & detours 0 0 06701 Util.Others - general 0 0 0

Util.Others sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------6799 Util.Others Contingency 4,500 4,500 5-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL UTILITIES 34,500 34,500 35==== ========= =========================== ================================================= ============== =======5000 GRADE CONSTRUCTION5032 Grade Const- water 0 0 05033 Grade Const- sanitary 0 0 05034 Grade Const- storm 0 0 05031 Grade Const- mobilization 0 0 05039 Grade Const- utility contingency 0 0 0

Grade Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------


Grade Construction Sub-total 895,900 895,900 896-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

GRADE CONSTRUCTION COSTS 895,900 895,900 896-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3510 Grade Eng. - detailed design 62,713 62,713 633519 Grade Eng. - detailed design/Contingency 9,407 9,407 96810 Grade Eng. - general const. supervision 41,211 41,211 416811 Grade Eng. - quality assurance 28,669 28,669 296812 Grade Eng. - surveying 17,918 17,918 186819 Grade Eng. - Residency Contingency 13,170 13,170 13

Grade Engineering Sub-total 173,088 173,088 173-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Grade Const. & Eng. Costs 1,068,987 1,068,987 1069==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 3






Structural Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------



Structural Construction Sub-total 5,666,390 5,666,390 5666-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

STRUCTURAL CONSTRUCTION COSTS 5,666,390 5,666,390 5666-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3520 Struct. Eng. - detailed design 424,979 424,979 4253529 Struct. Eng. - detailed design/Contingency 63,747 63,747 646820 Struct. Eng. - general const. supervision 254,988 254,988 2556821 Struct. Eng. - quality assurance 169,992 169,992 1706822 Struct. Eng. - surveying 28,332 28,332 286829 Struct. Eng. - Residency Contingency 67,997 67,997 68

Structural Engineering Sub-total 1,010,034 1,010,034 1010-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Structural & Eng. Costs 6,676,424 6,676,424 6676==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 4





6000 PAVING CONSTRUCTION6020 Paving Cons- machine paving asphalt 222,373 222,373 2226030 Paving Cons- machine paving concrete 0 0 06040 Paving Cons- hot reprofiling 0 0 06050 Paving Cons- shoulder paving 0 0 06060 Paving Cons- pavement finishing 0 0 06070 Paving Cons- seal coating 0 0 06001 Paving Cons- mobilization 6,671 6,671 76010 Paving Cons- pavement design 0 0 06099 Paving Cons- Contingency 34,357 34,357 34-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

PAVING CONSTRUCTION COSTS 263,401 263,401 263-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3560 Paving Eng. - detailed design 18,438 18,438 183569 Paving Eng. - detailed design/Contingency 2,766 2,766 36860 Paving Eng. - general const. supervision 7,902 7,902 86861 Paving Eng. - quality assurance 13,170 13,170 136862 Paving Eng. - surveying 2,634 2,634 36869 Paving Eng. - Residency Contingency 3,556 3,556 4

Paving Engineering Sub-total 48,466 48,466 48-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Paving Const. & Eng. Costs 311,867 311,867 312==== ========= =========================== ================================================= ============== =======

6500 OPERATIONAL CONSTRUCTION6510 Operat.Cons- lighting 0 0 06520 Operat.Cons- signals 0 0 06530 Operat.Cons- signing 2,000 2,000 26540 Operat.Cons- guard rail 0 0 06550 Operat.Cons- pavement markings 8,750 8,750 96501 Operat.Cons- mobilization 323 323 06599 Operat.Cons- contingency 1,661 1,661 2-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

OPERATIONAL CONSTRUCTION COSTS 12,733 12,733 13-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3540 Operat. Eng.- detailed design 891 891 13549 Operat. Eng.- detailed design/Contingency 134 134 06840 Operat. Eng.- general const. supervision 764 764 16841 Operat. Eng.- quality assurance 255 255 06842 Operat. Eng.- surveying 127 127 06849 Operat. Eng.- Residency Contingency 172 172 0

Operational Enginering Sub-total 2,343 2,343 2-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Operational Const.& Eng.Costs 15,076 15,076 15==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 5






Road Side Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------


Road Side Construction Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

ROAD SIDE CONSTRUCTION COSTS 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3550 RoadSide En- detailed design 0 0 03559 RoadSide En- detailed design/Contingency 0 0 06850 RoadSide En- general const. supervision 0 0 06851 RoadSide En- quality assurance 0 0 06852 RoadSide En- surveying 0 0 06859 RoadSide En- Residency Contingency 0 0 0

Road Side Engineering Sub-total 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Road Side Const.& Eng.Costs 0 0 0==== ========= =========================== ================================================= ============== =======


Other Const. Utilities Sub-total 0 0 0-------------------------------------------------------------------------------------- ------------------------ -------------


Other Construction Sub-total 491,034 491,034 491-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

OTHER CONSTRUCTION COSTS 491,034 491,034 491-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------3570 Other Eng. - detailed design 34,372 34,372 343579 Other Eng. - detailed design/Contingency 5,156 5,156 56870 Other Eng. - general const. supervision 14,731 14,731 156871 Other Eng. - quality assurance 14,731 14,731 156872 Other Eng. - surveying 14,731 14,731 156879 Other Eng. - Residency Contingency 6,629 6,629 7

Other Engineering Sub-total 90,350 90,350 90-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

Total Other Const.& Eng.Costs 581,385 581,385 581==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 6






3530 Geotech. En - detailed design 32,983 32,983 333539 Geotech. En - Contingency 4,947 4,947 5-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL DETAILED DESIGN COSTS 660,533 660,533 661==== ========= =========================== ================================================= ============== =======6800 RESIDENT ENGINEERING 0

from 6810,6820,6840,6850,6860,6870 701,678 701,678-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL RESIDENT ENG. COSTS 701,678 701,678 702==== ========= =========================== ================================================= ============== =======

00 0

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------0 0 0

==== ========= =========================== ================================================= ============== =======PART 1 SUMMARY


0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

CONSTRUCTION COST TOTAL 8,792,100 8,792,100 8792==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 7






Project Manager Sub-total 175,842 175,842 176-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2010 Ministry - office costs wages 131,882 131,882 1322012 Ministry - office costs - expenses 43,961 43,961 442030 Ministry - printing costs 0 0 02011 Ministry - general 0 0 0

Ministry Sub-total 175,842 175,842 176-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2070 Public Rel. - wages & expenses 48,357 48,357 482072 Public Rel. - adv., media, displays 48,357 48,357 482073 Public Rel. - opening ceremonies 879 879 12071 Public Rel. - general 0 0 0

Public Relations Sub-total 97,592 97,592 98-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2040 Legal Costs - lawyers fees 17,584 17,584 182041 Legal Costs - general 0 0 0

Legal Costs Sub-total 17,584 17,584 18-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2080 Insurance - const./ liability, E&O 109,901 109,901 1102081 Insurance - general 0 0 0

Legal Costs Sub-total 109,901 109,901 110-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------2099 Project Management Contingency 86,514 86,514 87-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL PROJECT MANAGEMENT COSTS 663,276 663,276 663==== ========= =========================== ================================================= ============== =======4000 LAND 0 04010 Land(Code 4-Mrkt,ROW,Serv,Imp.V,Ease.C,T 40,000 40,000 40

Acquisition Sub-total 40,000 40,000 40-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------4020 Land(Code 4-Bus.,5%,Mrg.P,Rel$,P/Tax,Etc 4,000 4,000 44030 Land(Code 4-Owners(LS,Apprsl,Rprt,Lgl,In 2,800 2,800 34040 Land(Code 4-Demolition 0 0 04050 Land(Code 4-Pro.Man,P.Tax,Util,Security 400 400 04060 Land(Code 4-Not Used 0 0 04070 Land(Code 4-Not Used 0 0 04080 Land(Code 4-Acq.F,M/Sal,TrvlV,Cntr.S,Appr. 2,800 2,800 34090 Land(Code 4-Surveys 0 0 0

0 0 00 0 00 0 00 0 0

Associated costs-sub-total 10,000 10,000 10-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------4099 Land Contingency Sub-total 7,500 7,500 8-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------

TOTAL LAND COSTS 57,500 57,500 58==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 8





9800 MANAGEMENT RESERVE 0MAN. RES. - planning 0 0 0MAN. RES. - preliminary design 3,297 3,297 3MAN. RES. - utility construction 1,725 1,725 2MAN. RES. - grade construction 44,795 44,795 45MAN. RES. - structural construction 283,319 283,319 283MAN. RES. - paving construction 13,170 13,170 13MAN. RES. - operation construction 637 637 1MAN. RES. - roadside construction 0 0 0MAN. RES. - other construction 24,552 24,552 25MAN. RES. - project management 33,164 33,164 33MAN. RES. - land 2,875 2,875 3MAN. RES. - detailed eng. 33,027 33,027 33MAN. RES. - residency eng. 35,084 35,084 35MAN. RES. - risk contingency 0 0 0

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------TOTAL MANAGEMENT RESERVE 475,644 475,644 476

==== ========= =========================== ================================================= ============== =======TOTAL LESS ESCALATION



-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------TOTAL ESCALATION 0 0 0

==== ========= =========================== ================================================= ============== =======PART 2 SUMMARY NON-CONSTRUCTION COS 0


-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ -------------TOTAL NON-CONSTRUCTION COS 1,196,420 1,196,420 1196

==== ========= =========================== ================================================= ============== =======DIVISION TOTAL FOR ROAD TYPE 9,988,520 9,988,520 9989

==== ========= =========================== ================================================= ============== =======


APPENDIX C Page 9





SUMMARY BY ACTIVITY LEVEL Cost/LM % of T

2000 PROJECT MANAGEMENT 576,762 576,762 577 5.8%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------2500 PLANNING 0 0 0 0.0%3000 PRELIMINARY DESIGN 57,332 57,332 57 0.6%3500 DETAILED DESIGN 574,377 574,377 574 5.8%

0Total Engineering 631,709 631,709 632 6.3%

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------4000 LAND ACQUISITION 50,000 50,000 50 0.5%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------5000 GRADE CONSTRUCTION 779,043 779,043 779 7.8%5200 ROAD SIDE CONSTRUCTION 0 0 0 0.0%5300 OTHER CONSTRUCTION 426,986 426,986 427 4.3%5500 STRUCTURAL CONSTRUCTION 4,927,295 4,927,295 4927 49.3%6000 PAVING CONSTRUCTION 229,044 229,044 229 2.3%6500 OPERATIONAL CONSTRUCTION 11,073 11,073 11 0.1%6700 UTILITY CONSTRUCTION 30,000 30,000 30 0.3%6800 RESIDENT ENGINEERING 610,155 610,155 610 6.1%

0 0 0Total Construction 7,013,596 7,013,596 7014 70.2%

-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------9700 CONTINGENCY 1,240,810 1,240,810 1241 12.4%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------

SUB-TOTAL 9,512,876 9,512,876 9513 95.2%9800 MANAGEMENT RESERVE 475,644 475,644 476 4.8%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------

TOTAL 9,988,520 9,988,520 9989 100.0%-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------9900 ESCALATION 0 0 0-------- ---------------- ------------------------------------------------- -------------------------------------------------------------------------------------- ------------------------ ------------- -------------

TOTAL COST 9,988,520 9,988,520 9989==== ========= =========================== ================================================= ============== ======= =======



APPENDIX C Page 10








------------------------------------------------- -------------------------------------------------------------------------------------- ---- ------------------------BASIC QUANTITY SUMMARY

Construct.Cost ONLY Per L.M. 8,066 $/LM 8,066Land Area 4.0 ha 4.0

Mobilization 185,634 185,634Land Cont. 7,500 7,500

Construction Cont. 960,516 960,516 1,052,039Engineering Cont. 181,271 181,271Supervision Cont. 91,523 91,523

Total Cont. 1,240,810 1,240,810

S.G.S.B. 9,693 m3 9,693C.B.C. 6,106 m3 6,106

Asphalt 3,730 t 3,730Concrete Barrier 0 lm 0

Noise Attentuation Wall 0 m2 0No. of Light Poles 0 ea 0

Sidewalk 0 lm 0Curb and Gutter 0 lm 0

Signals 0 ea 0m3

------------------------------------------------- -------------------------------------------------------------------------------------- ---- ------------------------ ENG DIFTotal Rock 852 m3 852 0 852

Total OM 41,727 m3 41,727 0 41,727Total Stripping 4,600 m3 4,600 0 4,600

Total Borrow 0 m3 0 0Total Cut/Excavation 47,179 m3 47,179 0 47,179

Total Fill 0 m3 0 0 0Surplus or Deficit 47,179 m3 47,179

-------------------------------------------------------------------------------------- ---- ------------------------ -------------ENG & PM 1.390 1.390 1.39

LAND 0.058 0.058 0.06CONST. 2.400 2.400 2.40




EW August 21, 2001

Appendix D

Difference Report


APPENDIX D Page 1

File: NAME OF STUDY NAME OF STUDY DescriptionCompany Job AREA AREA

(2001 Dollars) Job Option Study Option Study ACTIVITY Option " D " Option " D " CODE EST.DATE May. 1, 2001 0 0 Series (B - A )

Conceptual Est. Divison\site 1000 1000 MR 0Blk Est. # 6 Road Type 0 0 OR 0Version May.2./01 DESCRIPTION \Length 1000 1000 TR 0-------- ---------------- --------------------------------------------------- ----------- A ----------- ----------- B ----------- ------------------------------------------2500 PLANNING2521 Consultant - transport. planning study 0 0 02531 Consultant - corridor study 0 0 02541 Consultant - functional plan. study 0 0 02502 Consultant - general 0 0 0

Consultant sub-total 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2510 Ministry - project ident. 0 0 02520 Ministry - transport. planning study 0 0 02530 Ministry - corridor study 0 0 02540 Ministry - functional plan. study 0 0 02501 Ministry - general 0 0 0

Ministry Sub-total 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2599 Planning Contingency 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL PLANNING 0 0 0==== ========= ============================= ================= ================= ========================3000 PRELIMINARY DESIGN3013 Consultant - aerial base plan 0 0 03014 Consultant - mapping 10,000 10,000 03015 Consultant - control survey 0 0 03021 Consultant - environmental impact 3,000 3,000 03031 Consultant - funct.-road field survey 8,000 8,000 03041 Consultant - functional design 5,000 5,000 03051 Consultant - funct. structural des. 28,332 28,332 03061 Consultant - geotechnical design 3,000 3,000 03071 Consultant - right-of-way research 0 0 03002 Consultant - general 0 0 0

Consultant sub-total 57,332 57,332 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3010 Ministry - aerial base plan 0 0 03011 Ministry - mapping 0 0 03012 Ministry - control survey 0 0 03020 Ministry - environmental impact 0 0 03030 Ministry - funct.-road field survey 0 0 03040 Ministry - functional design 0 0 03050 Ministry - funct. structural des. 0 0 03060 Ministry - geotechnical design 0 0 03070 Ministry - right-of-way research 0 0 03001 Ministry - general 0 0 0

Ministry Sub-total 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3099 Preliminary design Contingency 8,600 8,600 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL PRELIMINARY DESIGN 65,932 65,932 0==== ========= ============================= ================= ================= ========================

E:\Data\Cost Estimating\Tools\Wolski\Version 6.1\[Appendices A,B,C,D,E.xls]Appendix D


APPENDIX D Page 2



Conceptual Est. Divison\site 1000 1000 MR 0Blk Est. # 6 Road Type 0 0 OR 0Version May.2./01 DESCRIPTION \Length 1000 1000 TR 0-------- ---------------- --------------------------------------------------- ----------- A ----------- ----------- B ----------- ------------------------------------------



Util. Prov. sub-total 30,000 30,000 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------6712 Util.Others - pipelines 0 0 06713 Util.Others - telecommunication 0 0 06714 Util.Others - storm & sewer inspect. 0 0 06715 Util.Others - waterworks inspect. 0 0 06716 Util.Others - engineering services 0 0 06717 Util.Others - parks/recreation-prel. 0 0 06718 Util.Others - transit 0 0 06719 Util.Others - tr-ops/signs & detours 0 0 06701 Util.Others - general 0 0 0

Util.Others sub-total 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------6799 Util.Others Contingency 4,500 4,500 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL UTILITIES 34,500 34,500 0==== ========= ============================= ================= ================= ========================5000 GRADE CONSTRUCTION5032 Grade Const- water 0 0 05033 Grade Const- sanitary 0 0 05034 Grade Const- storm 0 0 05031 Grade Const- mobilization 0 0 05039 Grade Const- utility contingency 0 0 0

Grade Const. Utilities Sub-total 0 0 0------------------------------ ------------------------------ ------------------------------------------


Grade Construction Sub-total 895,900 895,900 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

GRADE CONSTRUCTION COSTS 895,900 895,900 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3510 Grade Eng. - detailed design 62,713 62,713 03519 Grade Eng. - detailed design/Contingency 9,407 9,407 06810 Grade Eng. - general const. supervision 41,211 41,211 06811 Grade Eng. - quality assurance 28,669 28,669 06812 Grade Eng. - surveying 17,918 17,918 06819 Grade Eng. - Residency Contingency 13,170 13,170 0

Grade Engineering Sub-total 173,088 173,088 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

Total Grade Const. & Eng. Costs 1,068,987 1,068,987 0==== ========= ============================= ================= ================= ========================


APPENDIX D Page 3






Structural Const. Utilities Sub-total 0 0 0------------------------------ ------------------------------ ------------------------------------------



Structural Construction Sub-total 5,666,390 5,666,390 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

STRUCTURAL CONSTRUCTION COSTS 5,666,390 5,666,390 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3520 Struct. Eng. - detailed design 424,979 424,979 03529 Struct. Eng. - detailed design/Contingency 63,747 63,747 06820 Struct. Eng. - general const. supervision 254,988 254,988 06821 Struct. Eng. - quality assurance 169,992 169,992 06822 Struct. Eng. - surveying 28,332 28,332 06829 Struct. Eng. - Residency Contingency 67,997 67,997 0

Structural Engineering Sub-total 1,010,034 1,010,034 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

Total Structural & Eng. Costs 6,676,424 6,676,424 0==== ========= ============================= ================= ================= ========================


APPENDIX D Page 4





6000 PAVING CONSTRUCTION6020 Paving Cons- machine paving asphalt 222,373 222,373 06030 Paving Cons- machine paving concrete 0 0 06040 Paving Cons- hot reprofiling 0 0 06050 Paving Cons- shoulder paving 0 0 06060 Paving Cons- pavement finishing 0 0 06070 Paving Cons- seal coating 0 0 06001 Paving Cons- mobilization 6,671 6,671 06010 Paving Cons- pavement design 0 0 06099 Paving Cons- Contingency 34,357 34,357 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

PAVING CONSTRUCTION COSTS 263,401 263,401 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3560 Paving Eng. - detailed design 18,438 18,438 03569 Paving Eng. - detailed design/Contingency 2,766 2,766 06860 Paving Eng. - general const. supervision 7,902 7,902 06861 Paving Eng. - quality assurance 13,170 13,170 06862 Paving Eng. - surveying 2,634 2,634 06869 Paving Eng. - Residency Contingency 3,556 3,556 0

Paving Engineering Sub-total 48,466 48,466 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

Total Paving Const. & Eng. Costs 311,867 311,867 0==== ========= ============================= ================= ================= ========================

6500 OPERATIONAL CONSTRUCTION6510 Operat.Cons- lighting 0 0 06520 Operat.Cons- signals 0 0 06530 Operat.Cons- signing 2,000 2,000 06540 Operat.Cons- guard rail 0 0 06550 Operat.Cons- pavement markings 8,750 8,750 06501 Operat.Cons- mobilization 323 323 06599 Operat.Cons- contingency 1,661 1,661 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

OPERATIONAL CONSTRUCTION COSTS 12,733 12,733 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3540 Operat. Eng.- detailed design 891 891 03549 Operat. Eng.- detailed design/Contingency 134 134 06840 Operat. Eng.- general const. supervision 764 764 06841 Operat. Eng.- quality assurance 255 255 06842 Operat. Eng.- surveying 127 127 06849 Operat. Eng.- Residency Contingency 172 172 0

Operational Enginering Sub-total 2,343 2,343 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

Total Operational Const.& Eng.Costs 15,076 15,076 0==== ========= ============================= ================= ================= ========================


APPENDIX D Page 5






Road Side Const. Utilities Sub-total 0 0 0------------------------------ ------------------------------ ------------------------------------------


Road Side Construction Sub-total 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

ROAD SIDE CONSTRUCTION COSTS 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3550 RoadSide En- detailed design 0 0 03559 RoadSide En- detailed design/Contingency 0 0 06850 RoadSide En- general const. supervision 0 0 06851 RoadSide En- quality assurance 0 0 06852 RoadSide En- surveying 0 0 06859 RoadSide En- Residency Contingency 0 0 0

Road Side Engineering Sub-total 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

Total Road Side Const.& Eng.Costs 0 0 0==== ========= ============================= ================= ================= ========================


Other Const. Utilities Sub-total 0 0 0------------------------------ ------------------------------ ------------------------------------------


Other Construction Sub-total 491,034 491,034 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

OTHER CONSTRUCTION COSTS 491,034 491,034 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------3570 Other Eng. - detailed design 34,372 34,372 03579 Other Eng. - detailed design/Contingency 5,156 5,156 06870 Other Eng. - general const. supervision 14,731 14,731 06871 Other Eng. - quality assurance 14,731 14,731 06872 Other Eng. - surveying 14,731 14,731 06879 Other Eng. - Residency Contingency 6,629 6,629 0

Other Engineering Sub-total 90,350 90,350 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

Total Other Const.& Eng.Costs 581,385 581,385 0==== ========= ============================= ================= ================= ========================


APPENDIX D Page 6






3530 Geotech. En - detailed design 32,983 32,983 03539 Geotech. En - Contingency 4,947 4,947 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL DETAILED DESIGN COSTS 660,533 660,533 0==== ========= ============================= ================= ================= ========================6800 RESIDENT ENGINEERING 0 0

from 6810,6820,6840,6850,6860,6870 701,678 701,678 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL RESIDENT ENG. COSTS 701,678 701,678 0==== ========= ============================= ================= ================= ========================

0 0 00 0 0

-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------0 0 0

==== ========= ============================= ================= ================= ========================PART 1 SUMMARY


0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

CONSTRUCTION COST TOTAL 8,792,100 8,792,100 0==== ========= ============================= ================= ================= ========================


APPENDIX D Page 7






Project Manager Sub-total 175,842 175,842 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2010 Ministry - office costs wages 131,882 131,882 02012 Ministry - office costs - expenses 43,961 43,961 02030 Ministry - printing costs 0 0 02011 Ministry - general 0 0 0

Ministry Sub-total 175,842 175,842 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2070 Public Rel. - wages & expenses 48,357 48,357 02072 Public Rel. - adv., media, displays 48,357 48,357 02073 Public Rel. - opening ceremonies 879 879 02071 Public Rel. - general 0 0 0

Public Relations Sub-total 97,592 97,592 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2040 Legal Costs - lawyers fees 17,584 17,584 02041 Legal Costs - general 0 0 0

Legal Costs Sub-total 17,584 17,584 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2080 Insurance - const./ liability, E&O 109,901 109,901 02081 Insurance - general 0 0 0

Legal Costs Sub-total 109,901 109,901 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2099 Project Management Contingency 86,514 86,514 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL PROJECT MANAGEMENT COSTS 663,276 663,276 0==== ========= ============================= ================= ================= ========================4000 LAND 0 0 04010 Land(Code 4-Mrkt,ROW,Serv,Imp.V,Ease.C,T 40,000 40,000 0

Acquisition Sub-total 40,000 40,000 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------4020 Land(Code 4-Bus.,5%,Mrg.P,Rel$,P/Tax,Etc 4,000 4,000 04030 Land(Code 4-Owners(LS,Apprsl,Rprt,Lgl,In 2,800 2,800 04040 Land(Code 4-Demolition 0 0 04050 Land(Code 4-Pro.Man,P.Tax,Util,Security 400 400 04060 Land(Code 4-Not Used 0 0 04070 Land(Code 4-Not Used 0 0 04080 Land(Code 4-Acq.F,M/Sal,TrvlV,Cntr.S,Appr. 2,800 2,800 04090 Land(Code 4-Surveys 0 0 0

0 0 00 0 00 0 00 0 0

Associated costs-sub-total 10,000 10,000 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------4099 Land Contingency Sub-total 7,500 7,500 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL LAND COSTS 57,500 57,500 0==== ========= ============================= ================= ================= ========================


APPENDIX D Page 8





9800 MANAGEMENT RESERVE 0 0 0MAN. RES. - planning 0 0 0MAN. RES. - preliminary design 3,297 3,297 0MAN. RES. - utility construction 1,725 1,725 0MAN. RES. - grade construction 44,795 44,795 0MAN. RES. - structural construction 283,319 283,319 0MAN. RES. - paving construction 13,170 13,170 0MAN. RES. - operation construction 637 637 0MAN. RES. - roadside construction 0 0 0MAN. RES. - other construction 24,552 24,552 0MAN. RES. - project management 33,164 33,164 0MAN. RES. - land 2,875 2,875 0MAN. RES. - detailed eng. 33,027 33,027 0MAN. RES. - residency eng. 35,084 35,084 0MAN. RES. - risk contingency 0 0 0

-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------TOTAL MANAGEMENT RESERVE 475,644 475,644 0

==== ========= ============================= ================= ================= ========================TOTAL LESS ESCALATION



-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------TOTAL ESCALATION 0 0 0

==== ========= ============================= ================= ================= ========================PART 2 SUMMARY NON-CONSTRUCTION COST 0 0 0


-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------TOTAL NON-CONSTRUCTION COST 1,196,420 1,196,420 0

==== ========= ============================= ================= ================= ========================DIVISION TOTAL FOR ROAD TYPE 9,988,520 9,988,520 0

==== ========= ============================= ================= ================= ========================


APPENDIX D Page 9





SUMMARY BY ACTIVITY LEVEL

2000 PROJECT MANAGEMENT 576,762 576,762 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------2500 PLANNING 0 0 03000 PRELIMINARY DESIGN 57,332 57,332 03500 DETAILED DESIGN 574,377 574,377 0

0 0 0Total Engineering 631,709 631,709 0

-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------4000 LAND ACQUISITION 50,000 50,000 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------5000 GRADE CONSTRUCTION 779,043 779,043 05200 ROAD SIDE CONSTRUCTION 0 0 05300 OTHER CONSTRUCTION 426,986 426,986 05500 STRUCTURAL CONSTRUCTION 4,927,295 4,927,295 06000 PAVING CONSTRUCTION 229,044 229,044 06500 OPERATIONAL CONSTRUCTION 11,073 11,073 06700 UTILITY CONSTRUCTION 30,000 30,000 06800 RESIDENT ENGINEERING 610,155 610,155 0

0 0 0Total Construction 7,013,596 7,013,596 0

-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------9700 CONTINGENCY 1,240,810 1,240,810 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

SUB-TOTAL 9,512,876 9,512,876 09800 MANAGEMENT RESERVE 475,644 475,644 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL 9,988,520 9,988,520 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------9900 ESCALATION 0 0 0-------- ---------------- --------------------------------------------------- ------------------------------ ------------------------------ ------------------------------------------

TOTAL COST 9,988,520 9,988,520 0==== ========= ============================= ================= ================= ========================



APPENDIX D Page 10








--------------------------------------------------- ------------------------------ ------------------------------ ------ --------------------------BASIC QUANTITY SUMMARY

Construct.Cost ONLY Per L.M. 8,066 8,066 $/LM 0Land Area 4.0 4.0 ha 0.0

Mobilization 185,634 185,634 0Land Cont. 7,500 7,500 0

Construction Cont. 960,516 960,516 0Engineering Cont. 181,271 181,271 0Supervision Cont. 91,523 91,523 0

Total Cont. 1,240,810 1,240,810 0

S.G.S.B. 9,693 9,693 m3 0C.B.C. 6,106 6,106 m3 0

Asphalt 3,730 3,730 t 0Concrete Barrier 0 0 lm 0

Noise Attentuation Wall 0 0 m2 0No. of Light Poles 0 0 ea 0

Sidewalk 0 0 lm 0Curb and Gutter 0 0 lm 0

Signals 0 0 ea 0

--------------------------------------------------- ------------------------------ ------------------------------ ------ --------------------------Total Rock 852 852 m3 0

Total OM 41,727 41,727 m3 0Total Stripping 4,600 4,600 m3 0

Total Borrow 0 0 m3 0Total Cut/Excavation 47,179 47,179 m3 0

Total Fill 0 0 m3 0Surplus or Deficit 47,179 47,179 m3 0

------------------------------ ------------------------------ ------ ------------------------------------------ENG & PM 1.390 1.390 0.000

LAND 0.058 0.058 0.000CONST. 2.400 2.400 0.000




EW August 21, 2001

Appendix E

Activity Item List

PRINTING DATE: 12/21/02 APPENDIX E Page 1

3456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081

B C D E F

File:Company Job

(2001 Dollars) Job ACTIVITY Job CODE EST.DATE May. 1, 2001

Conceptual Est. R1 DATE: Number ofBlk Est. # 6 R2 DATE: Number of Summmary Version May.2./01 DESCRIPTION Activities Elements----------- ----------------------- --------------------------------------------------

2000 PROJECT MANAGEMENT 12010 Ministry - office costs wages2011 Ministry - general2012 Ministry - office costs - expenses2030 Ministry - printing costs2040 Legal Costs - lawyers fees2041 Legal Costs - general2060 Project Man. - office costs wages2061 Project Man. - general2062 Project Man. - office costs - expenses2063 Project Man. - printing costs2070 Public Rel. - wages & expenses2071 Public Rel. - general2072 Public Rel. - adv., media, displays2073 Public Rel. - opening ceremonies2080 Insurance - const./ liability, E&O2081 Insurance - general2099 Project Management Contingency 17

2500 PLANNING 12501 Ministry - general2502 Consultant - general2510 Ministry - project ident.2520 Ministry - transport. planning study2521 Consultant - transport. planning study2530 Ministry - corridor study2531 Consultant - corridor study2540 Ministry - functional study2541 Consultant - functional plan. study2599 Planning Contingency 11

3000 PRELIMINARY DESIGN 13001 Ministry - general3002 Consultant - general3010 Ministry - aerial base plan3011 Ministry - mapping3012 Ministry - control survey3013 Consultant - aerial base plan3014 Consultant - mapping & prel.3015 Consultant - control survey3020 Ministry - environmental impact3021 Consultant - environmental impact3030 Ministry - funct.-road field survey3031 Consultant - funct.-road field survey3040 Ministry - functional design3041 Consultant - functional design3050 Ministry - funct. des. structural3051 Consultant - funct. des. structural3060 Ministry - geotechnical design3061 Consultant - geotechnical design3070 Ministry - right-of-way research3071 Consultant - right-of-way research3099 Preliminary design Contingency 21

3500 DETAILED DESIGN 13510 Grade Eng. - detailed design3519 Grade Eng. - detailed design/Contingency3520 Struct. Eng. - detailed design3529 Struct. Eng. - detailed design/Contingency3530 Geotech. Eng. - detailed design3539 Geotech. Eng. - Contingency3540 Operat. Eng. - detailed design3549 Operat. Eng. - detailed design/Contingency3550 RoadSide Eng. - detailed design3559 RoadSide Eng. - detailed design/Contingency3560 Paving Eng. - detailed design3569 Paving Eng. - detailed design/Contingency3570 Other Eng. - detailed design3579 Other Eng. - detailed design/Contingency 14

E:\Data\Cost Estimating\Tools\Wolski\Version 6.1\[Appendices A,B,C,D,E.xls]Appendix E



34567891011

B C D E F

File:Company Job




828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159

4000 LAND 14010 Land(Code 401) -Mrkt,ROW,Serv,Imp.V,Ease.C,T4020 Land(Code 402) -Bus.,5%,Mrg.P,Rel$,P/Tax,Etc4030 Land(Code 403) -Owners(LS,Apprsl,Rprt,Lgl,In4040 Land(Code 404) -Demolition4050 Land(Code 405) -Pro.Man,P.Tax,Util,Security4060 Land(Code 406) -Not Used4070 Land(Code 407) -Not Used4080 Land(Code 408) -Acq.F,M/Sal,TrvlV,Cntr.S,Appr.4090 Land(Code 409) -Surveys4099 Land Contingency Sub-total 10

5000 GRADE CONSTRUCTION 15001 Grade Const. - mobilization5005 Grade Const. -detours c/w ex,bf,paving5010 Grade Const. - site prep./clear,grubbing5020 Grade Const. - road grade/exc,placing,fill5030 Grade Const. - drainage/pipe,cul.5031 Grade Const. - mobilization5032 Grade Const. - water5033 Grade Const. - sanitary5034 Grade Const. - storm 5039 Grade Const. - utility contingency5040 Grade Const. - muiltiplate5050 Grade Const. -SGSB/produce,place,comp5051 Grade Const. -CBC/produce,place,comp5060 Grade Const. - grade finishing landscaping5061 Grade Const. - grade finishing hydro seed.5062 Grade Const. - grade finishing fencing5063 Grade Const. - noise barriers5064 Grade Const. - passing lanes 5090 Grade Const. - sidewalks,curb & gutter5099 Grade Const. - Contingency 20

5200 ROAD SIDE CONSTRUCTION 15201 RoadSide Const - mobilization5202 RoadSide Const - mobilization5203 RoadSide Const - water5204 RoadSide Const - sanitary5205 RoadSide Const - storm 5209 RoadSide Const - Utility Contingency5210 RoadSide Const - weighscales5220 RoadSide Const - safety rest areas5230 RoadSide Const - tourist rest & view areas5299 RoadSide Const - Contingency 10

5300 OTHER CONSTRUCTION 15301 Other Const. - mobilization5302 Other Const. - mobilization5303 Other Const. - water5304 Other Const. - sanitary5305 Other Const. - storm 5309 Other Const. - utility contingency5310 Other Const. - railroads main & spur lines5320 Other Const. - railroad crossings5330 Other Const. - marine work5340 Other Const. - environmental mitigations5399 Other Const. - Contingency 11

5500 STRUCTURAL CONSTRUCTION 15501 Struct.Const. - mobilization5510 Struct.Const. - tunnel site preparation5511 Struct.Const. - tunnel construction5512 Struct.Const. - snow shed site prep.5513 Struct.Const. - snow shed site const.5514 Struct.Const. - bridge site preparation5515 Struct.Const. - bridge piers5516 Struct.Const. - bridge abutments5517 Struct.Const. - bridge superstructure5518 Struct.Const. - retain. wall site prep.5519 Struct.Const. - retaining wall const.5521 Struct.Const. - mobilization5522 Struct.Const. - water5523 Struct.Const. - sanitary5524 Struct.Const. - storm 5529 Struct.Const. - Contingency5599 Struct.Const. - utility contingency 17



34567891011

B C D E F

File:Company Job




160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223

6000 PAVING CONSTRUCTION 16001 Paving Const. - mobilization6010 Paving Const. - pavement design6020 Paving Const. - machine paving asphalt6030 Paving Const. - machine paving concrete6040 Paving Const. - hot reprofiling6050 Paving Const. - shoulder paving6060 Paving Const. - pavement finishing6070 Paving Const. - seal coating6099 Paving Const. - Contingency 9

6500 OPERATIONAL CONSTRUCTION 16501 Operat.Const. - mobilization6510 Operat.Const. - lighting6520 Operat.Const. - signals6530 Operat.Const. - signing6540 Operat.Const. - guard rail6550 Operat.Const. - pavement markings6599 Operat.Const. - contingency 7

6700 UTILITIES 16701 Util.Others - general6710 Util. Prov. - Hydro6711 Util. Prov. - Telephone6712 Util.Others - pipelines6713 Util.Others - telecommunication6714 Util.Others - storm & sewer inspect.6715 Util.Others - waterworks inspect.6716 Util.Others - engineering services6717 Util.Others - parks/recreation-prel.6718 Util.Others - transit6719 Util.Others - tr-ops/signs & detours6799 Util.Others Contingency 12

6800 RESIDENT ENGINEERING 16810 Grade Eng. - general const. supervision6811 Grade Eng. - quality assurance6812 Grade Eng. - surveying6819 Grade Eng. - Residency Contingency6820 Struct. Eng. - general const. supervision6821 Struct. Eng. - quality assurance6822 Struct. Eng. - surveying6829 Struct. Eng. - Residency Contingency6840 Operat. Eng. - general const. supervision6841 Operat. Eng. - quality assurance6842 Operat. Eng. - surveying6849 Operat. Eng. - Residency Contingency6850 RoadSide Eng. - general const. supervision6851 RoadSide Eng. - quality assurance6852 RoadSide Eng. - surveying6859 RoadSide Eng. - Residency Contingency6860 Paving Eng. - general const. supervision6861 Paving Eng. - quality assurance6862 Paving Eng. - surveying6869 Paving Eng. - Residency Contingency6870 Other Eng. - general const. supervision6871 Other Eng. - quality assurance6872 Other Eng. - surveying6879 Other Eng. - Residency Contingency 24

9700 CONTINGENCY 19800 MANAGEMENT RESERVE 1 19900 ESCALATION 1 1

---------- ----------------------- -------------------------------------------------- 185 16



EW August 21, 2001

Appendix F

Activity Item Description

Elemental Parametric Method of EstimatingDescription of Activity items

w:\data\ernie\word\manual\Activity Code Descr.doc page 1printing date: 12/18/02 prepared by: E. Wolski

ActivityCode

Activity Description Description of Work

2500 PLANNING2521 Consultant transportation planning

study� Present description requires redefining. � Needs Study: Identification of requirements for new or

improved highway.� Reconnaissance Study: Qualitative identification of all

possible corridors between two specified nodes andassessment of feasibility of each.

2531 Consultant corridor study Quantitative evaluation to select a preferred corridor

2541 Consultant functional planning study � Present description requires redefining.

� Route Study: Development of accurate plans for all feasiblealignments and/or configuration of intersections/interchangesin any corridor.

2502 Consultant general Miscellaneous costs Consultant Sub-Total 2510 Ministry project identity Present description requires redefining. 2520 Ministry transportation planning

study� Present description requires redefining.� Needs Study: Identification of requirements for new or

improved highway.� Reconnaissance Study: Qualitative identification of all possible

corridors between two specified nodes and assessment offeasibility of each.

2530 Ministry corridor study Quantitative evaluation to select a preferred corridor.

2540 Ministry functional plan. study � Present description requires redefining.

� Route Study: Development of accurate plans for all feasiblealignments and/or configuration of intersections/interchangesin any corridor.

2501 Ministry general Miscellaneous costs

Ministry Sub-Total

2599 Planning Contingency Provision for work not identified.

Total Planning



ActivityCode


3000 PRELIMINARY DESIGN

3013 Consultant aerial base plan Present work item description is under review.

3014 Consultant mapping & preliminarydesign

Preliminary Design: Determining the ability of selected locationsand configurations to meet the needs and requirementsestablished in previous stages and selecting the mostappropriate for subsequent more detailed work.

3015 Consultant control survey Preliminary Design: Work item description is under review.

3021 Consultant environmental impact Preliminary Design: Work item description is under review.

3031 Consultant functional-road fieldsurvey

Functional Design: Work item description is under review.

3041 Consultant functional design Functional Design: Geometric design of the horizontal andvertical alignment selected in the preliminary design, based onfield survey data.

3051 Consultant functional designstructural

Functional Design: Preliminary design of structures is donebefore detailed design.

3061 Consultant geotechnical design Preliminary Design: Work item description is under review.

3071 Consultant right-of-way research Preliminary Design: Work item description is under review.

3002 Consultant general Miscellaneous costs

Consultant Sub-Total

3010 Ministry aerial base plan Present work item description is under review.

3011 Ministry mapping Preliminary Design: Determining the ability of selected locationsand configurations to meet the needs and requirementsestablished in previous stages and selecting the mostappropriate for subsequent more detailed work.

3012 Ministry control survey Preliminary Design: Work item description is under review.

3020 Ministry environmental impact Preliminary Design: Work item description is under review.

3030 Ministry functional - road fieldsurvey

Functional Design: Work item description is under review.

3040 Ministry functional design Functional Design: Geometric design of the horizontal andvertical alignment selected in the preliminary design, based onfield survey data.



ActivityCode


3050 Ministry functional designstructural

Functional Design: Preliminary design of structures is donebefore detailed design.

3060 Ministry geotechnical design Preliminary Design: Work item description is under review.

3070 Ministry right-of-way research Preliminary Design: Work item description is under review.

3001 Ministry general Miscellaneous costs

Ministry Sub-Total

3099 Preliminary Design Contingency Provision for work not identified.

Total Preliminary Design



ActivityCode


6700 UTILITIES6710 Utilities

ProvincialB.C. hydro Engineering and construction of new or temporary, overhead or

underground transmission lines.

6711 UtilitiesProvincial

B.C. telephone Engineering and construction of new or temporary, overhead orunderground telephone lines.

Utilities Provincial Sub-Total

6712 UtilitiesOthers

pipelines Engineering and construction of new or temporary oil or gaspipe lines. Centra Gas.


telecommunication,cable

Engineering and construction of new or temporary, overhead orunderground communication transmission lines.Fiber optics, microwave, short-wave communications andsatellite antennas.


storm & sewer inspect. Inspection costs by third party interests, other agencies ormunicipalities.


waterworks inspect. Inspection costs by third party interests, other agencies ormunicipalities.


engineering services Inspection costs by third party interests, other agencies ormunicipalities.


parks/recreation-preliminary

Inspection costs by third party interests, other agencies ormunicipalities.


transit Work required for bus shelters, benches.


traffic operations/signsand detours

Inspection costs by third party interests, other agencies ormunicipalities.


general Miscellaneous utilities not covered above.

Utilities Others Sub-Total

6799 Utilities Others Contingency Provision for work not identified.

Total Utilities



ActivityCode


5000 GRADE CONSTRUCTION

5032 GradeConstruction

water Work required to do watermains including excavating, laying,jointing, commissioning and backfilling, pipe, fittings, firehydrants, water connecting services, etc.Plug, remove or adjust any of the above items.Supply, install and removal of a temporary water supply.


sanitary Work required to do sanitary lines including excavating, layingand backfilling pipe, manholes, lift stations, etc.Plug, remove or adjust any of the above items.


storm Work required to do storm lines including excavating, laying andbackfilling, pipe, manholes, catch basins, outfalls, etc.Plug, remove or adjust any of the above items.


utility general Mobilization costs required by a general contractor for water,sanitary and storm construction.


utility contingency Provision for work not identified.

Grade Construction Utilities Sub-Total


site preparation, clearing,grubbing

Work required to do clearing and grubbing.Removal and disposal of standing and fallen trees, stumps,logs, upturned roots, rotten wood and all other vegetationgrowth. Clearing, grubbing, clearing including logging, loghauling and cold decking merchantable timber, close-cutclearing, danger trees, etc..


road grade excavation,placing fill, earthworks

Work required to construct a road bed.Excavate, supply or remove, haul, place, compact, water, fill,type A, B, C, D roadway material, organic stripping, surcharging,wick drains, lightweight fill, backfill, waste material, bridge endfills, dredging, additional topsoil, granular backfill, etc. Supply,process, haul, and place necessary topsoil for future work.


rock excavation Work required to excavate rock. Blasting, smooth wall blasting,drilling


drainage/pipe, culvert Work required to construct ditches, pipes, culverts, headwalls.Foundation type A,B,C,D excavation, corrugated steel pipe,asphalt coated corrugated steel pipe, catch basins, manholes,storm drain pipe, structural backfill, bedding and backfillmaterial, riprap, inlet and outlet structures, spillways andchannels, sandbags, filter cloth, etc.Plug, remove or adjust any of the above items.



ActivityCode



multiplate Structural Assembly required for crossing a creek or a crossingunder a highway for wildlife and vehicles.The Assembly could becorrugated steel pipe or precast arch panels (NOT A BRIDGE)Work required to construct the assembly and headwalls,including excavation (Type A,B,C,D material), bedding andbackfill material, structural backfill.


SGSB/produce, place,compact

S.G.S.B. - Select Granular Sub-Base Material.Requires material to be supplied, hauled, placed andcompacted. S.G.S.B material could come from existing R.O.W.or from off-site gravel pits


CBC/produce, place,compact

C.B.C. - Crushed Granular Base Course.Requires material to be crushed, loaded, hauled, placed andcompacted. Other surface aggregate materials come under thiscategory (shoulder aggregate/work)


grade finishinglandscaping

Work required to do lawns, trees, shrubs, ground cover;including soil preparation and finish grading involving topsoil andlandscaping accessories. Irrigation, maintenance, sidewalks,curbs, walls, etc. Preservation and relocation of existingvegetation. (Bark Mulching = area)


grade finishinghydroseed.

Work required to do hydraulic seeding, mulching, fertilizing,maintenance, etc..


fencing Work required to do fences; chain link, type A,B,C, wood fences,standard wire fence(C,C1,C2), gates, ungulate, etc.Removal, disposal and modification to items above.


noise barriers Work required to do noise barriers. Barriers can be soundabsorptive or sound reflective. Barrier walls can be dirt,masonry, precast panels, steel, etc..


passing lanes An elemental cost item that can be used in the estimate sheet ifrequired. The element includes excavation, fill, SGSB, CBC,pavement, etc.


sidewalks, curb & gutter Work required to construct all types of curbs and sidewalks.Curbs and sidewalks can be of asphalt, gravel, concrete,bollards, concrete steps, etc.Removal, disposal and modification to items above.


detours c/w excavation,backfill, paving

An elemental cost item that can be used in the estimate sheet ifrequired. Staging cost that is required to produce the ultimatealignment. Provision for traffic through the site The elementincludes excavation, fill, SGSB, CBC, pavement, etc.


general & urban design Mobilization costs; setting up and moving out, layout work, trafficcontrol, layout for field design, etc.


contingency Provision for work not identified.



ActivityCode


Grade Construction Sub-Total

GRADE CONSTRUCTION COSTS

3510 GradeEngineering

detailed design The development of construction (contract) drawings andtechnical specifications for construction, including the completedgeometric and geotechnical design, special site considerationsand construction details.


detaileddesign/Contingency

Provision for work not identified.


general constructionsupervision

Administration required on site; site office, analyzing, loggingand record keeping of field data. Project security, removal ofgraffiti.


quality assurance Work performed on site so that the product received meets thestandards specified.


surveying Work performed on site, to measure quantities for pay items.


residency contingency Provision for work not identified.

Grade Engineering Sub-Total

Total Grade Construction and Engineering Costs



ActivityCode


5500 STRUCTURAL CONSTRUCTION

5522 StructuralConstruction

water Work required to do watermains including excavating, laying,jointing, commissioning and backfilling, pipe, fittings, firehydrants, water connecting services, etc.Plug, remove or adjust any of the above items.Supply, installation and removal of a temporary water supply.









Structural Construction Utilities Sub-Total


tunnel site preparation Work required to prepare the site for tunnel construction.Access road construction, clearing and grubbing, etc.


tunnel construction Work required to construct a tunnel.Foundation Type A,B,C,D excavation and backfill, cast-in-placeor precast concrete, drainage, electrical, vent shafts, portals,boring, etc.


snow shed sitepreparation

Work required to prepare the site for snow shed construction.Access road construction, clearing and grubbing, etc.


snow shed siteconstruction

Work required to construct a snow shed.Foundation Type A,B,C,D excavation and backfill, Cast-in-placeor Precast concrete, drainage, electrical, signage, etc.


Bridge site preparation Work required to prepare the site for bridge construction.Access road construction, cofferdams, clearing and grubbing,temporary bridge crossings, fall protection, etc.Demolition of old bridges.


Bridge piers Work required to construct a pier. foundation Type A,B,C,D excavation and backfill, piling, cast-in-place footing and piers, etc.


Bridge abutments Work required to construct abutments.Foundation Type A,B,C,D excavation and backfill, piling, cast-in-place footing, walls, wing walls, approach slab, slope protection,etc.

Activity Activity Description Description of Work



Code5517 Structural

ConstructionBridge superstructure Work required to construct the superstructure.

Main supporting girders; Cast-in-place, Precast, SteelDiaphragms, deck, rail, bearings, expansion joints, deck surfacetreatments, site modifications, etc.


retain. wall site prep. Under special circumstances where the site requires specialpreparation, otherwise retaining wall cost would apply to the nextitem. Removal and disposal of old retaining walls.


retaining wallconstruction

Work required to construct retaining walls.Foundation Type A,B,C,D excavation and backfill, piling, cast-in-place, precast, bin, gravity, rock, lock blocks, etc..


general & urban design Mobilization costs required by a general contractor for itemsabove. Move in/Move out



Structural Construction Sub-Total

STRUCTURAL CONSTRUCTION COSTS

3520 StructuralEngineering







Administration required on site; site office, analyzing, loggingand record keeping of field data. Project Security







Structural Engineering Sub-Total

Total Structural and Engineering Costs



ActivityCode


6000 PAVING CONSTRUCTION

6020 PavingConstruction

machine paving asphalt Work required to do paving. Pavement element; spray primerand tack coat, asphalt binder course, asphalt concretepavement, recycled asphalt material, etc.Removal, disposal and modification to items above.


machine paving concrete(not used on this project)

Work required to do portland cement roller-compacted concrete.Extruded concrete curb, concrete island paving, etc.


hot reprofiling Work required to do hot reprofiling of existing pavement byheater scarification.Supply, handle, store, heat and apply cyclogen "L".


shoulder paving Work required to do shoulder paving only, all other work is inactivity 6020.


pavement finishing Work required to do extra machine or hand finishing.Driveways, intersection islands, median curb (concrete, asphalt),traffic islands, etc.


seal coating Work required to do chip sand aggregate seal to a road surface.


general Mobilization costs required by a general contractor for itemsabove.


pavement design Costs associated with developing a pavement design mix.



Paving Construction Sub-Total

PAVING CONSTRUCTION COSTS

3580 PavingEngineering







Administration required on site; site office, analyzing, loggingand record keeping of field data.






Code6862 Paving

Engineeringsurveying Work performed on site, to measure quantities for pay items.



Paving Engineering Sub-Total

Total Paving Construction and Engineering Costs



ActivityCode


6500 OPERATIONAL CONSTRUCTION

6510 OperationalConstruction

lighting Work required to do roadway, tunnel and highmast illuminationfor a roadway. (temporary and permanent)Excavation (Type A,B,C,D),Backfill, trenching, overhead,conduit, junction boxes, post flasher pedestal, etc.Removal, disposal and modification to items above.


signals Work required to do signals at a controlled location. (temporaryand permanent). Excavation (Type A,B,C,D),Backfill, trenching,conduit, wiring, traffic signal heads, supports, controllers, trafficcounters, detector loops, etc.Removal, disposal and modification to items noted.


signing Work required to install signs. (temporary and permanent)Warning, information, guide, regulator, message signs,overhead signs, breakaway sign structure, wood post signstructures, delineators, lighting for signs, detour, etc.Removal, disposal and modification to items above.


guard rail Work required to do median and roadside safety barrier; metal,concrete, attenuators, barrier reflectors, G.R.E.A.T., etc.Removal, disposal and relocation to items above.


pavement markings Work required to do road, island, x-hatch, walk, curb pavementmarkings.(Temporary, Permanent) reflectors, stimsonitereflectors, etc. Removal of items above.





Operational Construction Sub-Total

OPERATIONAL CONSTRUCTION COSTS

3540 OperationalEngineering













Code6842 Operational

Engineeringsurveying Work performed on site, to measure quantities for pay items.



Operational Engineering Sub-Total

Total Operational Construction and Engineering Costs



ActivityCode


5200 ROADSIDE CONSTRUCTION

5203 RoadsideConstruction







general Mobilization costs required by a general contractor for water,sanitary and storm construction.


utility Contingency Provision for work not identified.

Roadside Construction Utilities Sub-Total


weighscales Work required to do all types of weigh scales.Site construction, buildings, pits, storage areas, parking lots,access and exit roads, lighting, etc.


tourist info centers Work required to do tourist information centers.Site construction, buildings, parking lots for cars and busses,landscaping, entrance and exit roads.


tourist rest & view areas Work required to do rest and view areas.Site construction, buildings, parking lots for cars and busses,landscaping, entrance and exit roads.


general & urban design Mobilization costs required by a general contractor for itemsabove.



Roadside Construction Sub-Total

ROADSIDE CONSTRUCTION COSTS

3550 RoadsideEngineering





Code













Roadside Engineering Sub-Total

Total Roadside Construction and Engineering Costs



ActivityCode


5300 OTHER CONSTRUCTION

5303 OtherConstruction










Other Construction Utilities Sub-Total


railroads main & spurlines

Work required to do all elements of railroad work.(temporary,permanent). Bulk Excavation and backfill, drainage, ballast, ties,rail, turnouts, switches, etc.Removal, disposal and modification to items above.


railroad crossings Work required to do a railroad crossing.(temporary, permanent).Excavation and backfill, drainage, ballast, ties, rail, crossingplanks, signals, gates, flagperson, etc. Removal, disposal and modification to items above.


marine work Work required to do marine work.(temporary, permanent).Dredging, caissons, piers, ramps, building, etc. Removal, disposal and modification to items above.


environmental mitigation Work required to protect elements of the environment. Drainageto lakes, marshes, creek, rivers, wildlife crossings, fish habitat,engineered/conversion wetlands, etc.Special clearing & grubbing, retention ponds, drainage pipes, riprap protection, culverts, silt fences, etc.





Other Construction Sub-Total



ActivityCode


OTHER CONSTRUCTION COSTS

3570 OtherEngineering














Other Engineering Sub-Total

Total Other Construction and Engineering Costs



ActivityCode


3500 DETAILED DESIGN from 3510, 3520, 3540,3550, 3570

Detailed design costs throughout the estimate includingcontingency.

3530 GeotechnicalEngineering


3539 GeotechnicalEngineering


TOTAL DETAILEDDESIGN COSTS

Total cost of detailed design throughout the estimate includingcontingency.

6800 RESIDENTENGINEERINGfrom 6810, 6820, 6840,6850, 6860, 6870

Total cost of supervision, quality assurance, surveyingthroughout the estimate including contingency.

TOTAL RESIDENTENGINEERING COSTS

As above.

9700 RISK CONTINGENCYgeneral

TOTAL RISKCONTINGENCY

PART 1 SUMMARY

CONSTRUCTION Summary of all Construction Cost excluding contingency

ENGINEERING Summary of all Design cost (planning, preliminary, functional,detailed) excluding contingency.

CONTRACTUALCONTINGENCY Summary of all provisions for work not identified.

RISK CONTINGENCY

CONSTRUCTION COST TOTAL



ActivityCode


2000 PROJECT MANAGEMENT

2060 ProjectManagement

- office costs wages Direct and indirect wage costs of individuals hired to manage theproject.


- office costs expenses Office rental, purchase of office equipment and supplies,maintenance cost, etc.


printing costs Printing costs of tenders specifications and drawings, etc..


general Miscellaneous costs.

Project Management Sub-Total

2010 Ministry - office costs wages Direct and indirect wage costs of individuals hired to manage theproject.

2012 Ministry - office costs expenses Office rental, purchase of office equipment and supplies,maintenance cost, etc.

2030 Ministry printing costs Printing costs of tenders specifications and drawings, etc..

2011 Ministry general Miscellaneous costs.

Ministry Sub-Total

2070 PublicRelations

wages and expenses Wages and expenses costs required to manage public relations.


advertising media,displays

Tender advertising, open house costs, etc.


opening ceremonies Costs identified in opening the project.


general Miscellaneous costs.

Public Relations Sub-Total

2040 Legal Costs lawyers' fees Direct and indirect costs required for legal counsel for thisproject.

2041 Legal Costs general Miscellaneous costs.

Legal Costs Sub-Total

2080 Insurance construction/liability,E&O

Insurance premiums, deductibles, claims, etc.

2081 Insurance general Miscellaneous costs.

Insurance Sub-Total

2099 Project Management Contingency Provision for work not identified.

TOTAL PROJECT MANAGEMENT COSTS



ActivityCode


4000 LAND

4010 Land (Code 401)

Market, ROW, Sever,Improvement V,Easement Costs, Timber

Market or income appraisal value, right-of-way, severancevalue, improvement value, easement costs, timber costs,deduction/special benefits.

Acquisition Sub-Total

4020 Land(Code 402)

Bus., 5%, Mrg.P, Rel$,P/Tax, Etc.

Owner's entitlements, 5% total take under one acre/3 monthrent, mortgage penalty, relocation costs, injurious affection,business disturbance, general disturbance, owner's executivetime, property purchase tax, tax adjustments on H12.

4030 Land(Code 403)

Owners (LS, Apprsl,Rprt, Lgl, In)

Lump sum owners costs, owners appraisal, owner's legal costs,interest(Sec,45E.A.)

4040 Land(Code 404)

Demolition Demolition costs.

4050 Land(Code 405)

Pro.Man, P.Tax, Util,Security

Property management, property taxes, utilities, security-MOTH,acquisition fees.

4060 Land(Code 406)

Not Used Not used

4070 Land(Code 407)

Not Used Not used

4080 Land(Code 408)

Acq.F, M/Sal, TrvlV,Contr.S, Appr.

Staff salaries, travel voucher's, other reports MOTH, contractor'ssalary, MOTH appraisals.

4090 Land(Code 409)

Surveys Legal surveys

Associated Costs Sub-Total

4099 Land Contingency Sub-Total Provision for work not identified

TOTAL LAND COSTS



ActivityCode


9800 UNALLOCATED CONTINGENCY

9800 UnallocatedContingency

planning Management reserve, risk analysis, redirected contingency.


preliminary design Management reserve, risk analysis, redirected contingency.


utility construction Management reserve, risk analysis, redirected contingency.


grade construction Management reserve, risk analysis, redirected contingency.


structural construction Management reserve, risk analysis, redirected contingency.


paving construction Management reserve, risk analysis, redirected contingency.


operation construction Management reserve, risk analysis, redirected contingency.


roadside construction Management reserve, risk analysis, redirected contingency.


other construction Management reserve, risk analysis, redirected contingency.


project management Management reserve, risk analysis, redirected contingency.


land Management reserve, risk analysis, redirected contingency.


detailed engineering Management reserve, risk analysis, redirected contingency.


residency engineering Management reserve, risk analysis, redirected contingency.


risk contingency Management reserve, risk analysis, redirected contingency.

TOTAL UNALLOCATED CONTINGENCY

TOTAL LESS ESCALATION

9900 ESCALATION YEAR PROJECTED ESCALATION

9989 1989 - 1990 5.5000% The annual inflation rate assigned to the VIHP project










Code



TOTAL ESCALATION

PART 2 SUMMARY NON-Construction COSTS

Non-Construction Non-Construction Contingency

TOTAL NONCONSTRUCTION COSTS

DIVISION TOTAL FOR ROAD TYPE



ActivityCode


SUMMARY BY ACTIVITY LEVEL

2000 PROJECTMANAGEMENT

Ministry, consultants, wages, office expenses, printing, publicrelations, legal, insurance, etc..

2500 PLANNING Planning study, corridor study, etc.

3000 PRELIMINARY DESIGN Preliminary, functional designs, etc.

3500 DETAILED DESIGN Detailed design.

Total Engineering

4000 LAND ACQUISITION Land & improvements, entitlements, owners costs, demolition,property management, administration or MOTH costs, legalsurveying.

5000 GRADECONSTRUCTION

Water, sanitary, storm, clearing & grubbing, excavating andbackfill, drainage, multiplate, SGSB, CBC, landscaping, fencing,noise barriers, sidewalks, curb & gutter, detours, and general.

5200 ROAD SIDECONSTRUCTION

Utilities, weighscales, tourist info centers, tourist rest & viewareas.

5300 OTHERCONSTRUCTION

Utilities, railroad line construction, spur line, railroad X-ing,marine,environmental mitigation.

5500 STRUCTURALCONSTRUCTION

Utilities, tunnels, snow sheds, bridges, retaining walls.

6000 PAVINGCONSTRUCTION

Machine paving asphalt, machine paving concrete, hotreprofiling, shoulder paving, pavement finishing, seal coating,pavement mix design.

6500 OPERATIONALCONSTRUCTION

Lighting, signals, signing, barriers, pavement markings.

6700 UTILITYCONSTRUCTION

B.C. hydro, B.C. telephone, pipelines, telecommunication, thirdparty inspections, transit.

6800 RESIDENTENGINEERING

Site administration, quality assurance, surveying, environmentalmonitoring.

Total Construction

9700 RISK CONTINGENCY Provision for work not identified.



ActivityCode


SUB-TOTAL9800 UNALLOCATED

CONTINGENCYManagement reserve, risk analysis, redirected contingency.

TOTAL Sub-total costs for items above.

9900 ESCALATION The annual inflation rate assigned to the VIHP project

TOTAL COST Total cost for the estimate sheet.

NOTE: WORK is defined as the supply of all labour, equipment and materialsincluding taxes and duties.

highway cost estimating manual ... b", "

Documents