Lcode Ldescription LtotalRate LbasicRateLab3 Asbestos_Foreman 46.531 29.45 Res.: CarpenterLab6 Asbestos_Worker 45.741 28.95 40.922 Formula based on ceated names of the tableLab9 Aspestos_Apprentice 36.577 23.15 Range B1:D10 has been selected and name createdLab12 Blast_Foreman 35.155 22.25Lab15 Brick_Layer 41.633 26.35 Direct formulas:Lab18 Brick_Layer_Foreman 44.793 28.35 25.9 label names (limited to this sheet only) - works on data without formulasLab21 Brick_Layer_Helper 32.232 20.4 25.9 lookupLab24 Carpenter 40.922 25.9Lab27 Carpenter_Foreman 44.082 27.9

Important Functions:VlookupMatchIndexOffsetArray functions (Use shift, Ctrl, & Enter)CountifSumif

Input Data

Field: LtotalRate Formula based on ceated names of the table Range B1:D10 has been selected and name created

label names (limited to this sheet only) - works on data without formulas

Array functions (Use shift, Ctrl, & Enter)

Input Data

Estimate:

Resource No. Cost/hr Total Cost/hrL6 3.00 43.53 130.59

Notes: 1. The database starts with field names in row 8. One blank row (7) is needed to separate the database.

3. The "Data" menu provides simple tools for data-entry, sorting, and filtering the data, etc.4. Shaded cells contain formulas that can be copied from one row to the other.

6. The "Data-Form" menu option is a useful data-entry tool that copies calculation cells automatically.

Code Description Rate/hr BasicRate Avail

L3 Carpenter 41.79 26.45

L6 Equip._Oper._Medium 43.53 27.55

L9 Laborer 32.63 20.65

2. For large tables, use the "Window-Split" and "Window-Freeze Panes" menu options at cell A9.

5. The formula in C9 is "=D9 * 1.58", as an average adjustment to the basic rate, for workers' compensation, overhead & profit, etc.

1. The database starts with field names in row 8. One blank row (7) is needed to separate the database.

6. The "Data-Form" menu option is a useful data-entry tool that copies calculation cells automatically.

Description Equip._Oper._Medium

Total Rate/hr($)Code TotalL6 43.53

2. For large tables, use the "Window-Split" and "Window-Freeze Panes" menu options at cell A9.

", as an average adjustment to the basic rate, for workers' compensation, overhead & profit, etc.

Notes:

2. BasicRate includes equipment O&M cost.

3. Rate/hr is the sum of (BasicRate), multiplied by 1.1, representing average of 10% overhead and profit.

5. Notice that final calculations are put in column C for easy view and reference. Check other sheets.

Code Description Rate/hr BasicRate AvailE3 Dozer_224_Kw 154.99 140.90E6 Elev. Scraper, 8.4 m3 91.74 83.40E9 Gas_Eng._Power_Tool 9.22 8.38

1. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply to this sheet.

4. It is a good practice to leave gaps in the Code field (e.g., Eq3, then Eq6, etc).

Notes: 1. A crew contains up to five labour and equipment resources; CRC-012. Select LABOUR or EQUIPMENT using the comboboxes and then copy their codes from cells O2 or O3 Description

Code Description Rate/d NoR1 Res1 NoR2 Res2 NoR3 Res3 NoR4 Res4 NoR5 Res5CRA-01 Crew CRA-01 334.76 1.00 L9 1.00 E9 1.00 1.00 1.00CRB-33F Crew CRB-33F 1609.698 1.00 L6 0.50 L9 0.25 L6 1.00 E6 0.25 E3CRC-01 Crew CRC-01 1264 3.00 L3 1.00 L9 1.00 1.00 1.00

to resource fields Res1 to Res5; and3. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply to this sheet.

Selection:L6E3

$Res1 $Res2 $Res3 $Res4 $Res5 Avail32.63 9.22 0.00 0.00 0.0043.53 16.31 10.88 91.74 38.75

125.37 32.63 0.00 0.00 0.00

Notes: 1. The "Avail" field can be used to link this table to other inventory sheets.

3. An average 10% is added to the Basic$/Unit for overhead and profit.4. Material costs include delivery to the site. No sales tax included or allowance for wasted material.

Code Description Cost/Unit Basic$/Unit Unit AvailM3 Plywood, 1use in wall forms 28.05 25.50 m2M6 Plywood, 2uses in wall forms 15.51 14.10 m2M9 Tiles 32.40 29.45 Pack

2. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply to this sheet.

Notes:2. An average 10% is added to the SubCost for overhead and profit.

Code Description Cost/Unit SubCost UnitS3 Brickwork-Simco Ltd. 33.00 30 m2S6 Concrete Masters Inc. 165.00 150 m3S9 Excavation-Earth Movers Inc. 3.85 3.5 m3

1. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply to this sheet.

Selection:

Notes: 1. Select a CREW (or a SUB) and a MATERIAL using the comboboxes, then copy their code CRC-01 Crew

M3 Material

S3 Sub

First 4 overtime hours, rate is 1.2 of normal rate, afterwards, 1.5 times. Weekend is 1.5 normal rate.

Code Description Cost /d TotPr /d UnitCost Units Crew Sub RegPr/d MatQ Material Hrs/d OTadj MatCost CrewCost SubCost WinProd SprProd FallProd

CSI-022-226-7220 Compac.-300mm lifts, 3passes 334.76 287.00 1.17 m3 CRA-01 287.00 8.00 8.00 0.00 334.76 0.00 0.80 1.00 0.90

CSI-022-246-0100 Excav.(a) Bulk, Sand&Gravel 1,609.70 528.00 3.05 m3 CRB-33F 528.00 8.00 8.00 0.00 1,609.70 0.00 0.70 1.00 0.90

CSI-022-246-0012 Excav.(b) Bulk, Sand&Gravel 2,092.61 646.80 3.24 m3 CRB-33F 528.00 10.00 10.40 0.00 2,092.61 0.00 0.70 1.00 0.90

CSI-022-246-0014 Excav.(c) Bulk, Sand&Gravel 2,695.00 700.00 3.85 m3 S9 700.00 8.00 8.00 0.00 0.00 2,695.00 0.70 1.00 0.90

CSI-031-158-0010 Form-Foot.-Wall-Ply-1use 2,241.26 34.84 64.33 m2CA CRC-01 34.84 34.84 M3 8.00 8.00 977.26 1,264.00 0.00 0.50 1.00 0.90

from cells K2, K3, & K4 to fields Crew/SUB/Material;

3. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply to this sheet. All costs inc. overhead & profits;

4. Assumptions: Week is 5days, 8hours.Overtime hour is 90% productivity; and

Part F: Useful Pivot Table reports on project 1.

(a) Pivot Table Report For Bid Proposal (Data of Part A). (c) Methods of Construction Report (Data of Part C).

Bid Details Task (WBS3) Excavation

Item Item_Description Quantity Unit Unit Price Total

Item1 EarthMoving & Compaction 1250.00 m^3 0.93 1166.41 Data Total

5.50 6875.00 Duration1 2.55

Item1 Total 8041.41 Duration2 2.76

Item2 Concrete Basement 310.00 m^3 44.10 13672.25 Duration3 3.38

Item2 Total 13672.25 Cost($)1 6875.00

Item4 Excavation, New Building 1250.00 m^3 1.04 1296.01 Cost($)2 5777.36

Item4 Total 1296.01 Cost($)3 5444.05

Grand Total 23009.68

(b) Summary WBS Report (data of Part A)

WBS1 Civil

WBS2 Area1

WBS3 (All)

OBS (All)

Sum of TotalCost

Item Item_Description Item_Q Item_U Total

Item1 EarthMoving & Compaction 1250.00 m^3 8041.41

Item2 Concrete Basement 310.00 m^3 13672.25

Grand Total 21713.66 Time-Cost Relationship

2.00 2.50 3.00 3.50

5000.00

5500.00

6000.00

6500.00

7000.00

Excavation

Time (days)

Co

st (

$)

Notes:

Estimate Sheet 1. Select from the comboboxes and then copy

Project: Project1

Location: Place1

Bid Date: Feb. 15, 1999 3. All costs include overhead & profit.

Start Date: June 1, 1999 4. Use Data-Subtotals or Pivot-Table-Reports.

Item Desc. Item_Q Item_U WBS1 WBS2 WBS3 OBS

Item1 EarthMoving & Compaction 1,250 m^3 Civil Area1 Excavation Mark Sarena

Item1 EarthMoving & Compaction 1,250 m^3 Civil Area1 Compaction Mousa Keen

Item2 Concrete Basement 310 m^3 Civil Area1 Wall Forms Peter Rofai

Item4 Excavation, New Building 1,250 m^3 Civil Area2 Compaction Mousa Keen

from cell J4 to the fields (Task1 to Task5).

2. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply here.

1. Select from the comboboxes and then copy Selection:

Compac.-300mm lifts, 3passes

4. Use Data-Subtotals or Pivot-Table-Reports. Part A: Data Inputs for Contract Items, WBS, OBS, and

3 construction methods for each task.

Method1 Q1 Method2 Q2 Method3 Q3 Method PlanMonth ContUC

Excav.(c) Bulk, Sand&Gravel1,250 Excav.(b) Bulk, Sand&Gravel1,250 Excav.(a) Bulk, Sand&Gravel1,250 1 3 5.50

Compac.-300mm lifts, 3passes1,000 1 6 0.93

Form-Foot.-Wall-Ply-1use200 1 9 44.10

Compac.-300mm lifts, 3passes1,000 1 12 1.04

Task1 to Task5).

2. Notes 1, 2, 3, 4, and 6 in the "Labour" sheet apply here.

TotalCost SelectedTask

6,875.00 Excav.(c) Bulk, Sand&Gravel

1,166.41 Compac.-300mm lifts, 3passes

13,672.25 Form-Foot.-Wall-Ply-1use

1,296.01 Compac.-300mm lifts, 3passes

Part B: Calculations related to the selected method for this task.

UniqueTaskName Q Units Crew Sub Material

Excav.(c) Bulk, Sand&Gravel\Civil\Area1\Excavation\Mark Sarena 1,250 m3 S9

Compac.-300mm lifts, 3passes\Civil\Area1\Compaction\Mousa Keen 1,000 m3 CRA-01

Form-Foot.-Wall-Ply-1use\Civil\Area1\Wall Forms\Peter Rofai 200 m2CA CRC-01 M3

Compac.-300mm lifts, 3passes\Civil\Area2\Compaction\Mousa Keen 1,000 m3 CRA-01

Note:

Crew cost and duration are increased accordingly

Material cost is the same

Sub cost is the same but duration is larger

TotPr/d Hrs/d CrewCost SubCost MatCost Duration PrFactor ModDur TotalCost UnitC

700.00 8.00 0.00 6,875.00 0.00 1.79 0.70 2.55 6,875 5.50

287.00 8.00 1,166.41 0.00 0.00 3.48 1.00 3.48 1,166 1.17

34.84 8.00 8,062.25 0.00 5,610.00 5.74 0.90 6.38 13,672 68.36

287.00 8.00 1,296.01 0.00 0.00 3.48 0.90 3.87 1,296 1.30

According to "PlanMonth", a productivity rate is determined

Part C: Calculations related to the 3 construction methods for each task.

Task (WBS3) Cost1 Dur1 Cost2 Dur2 Cost3 Dur3

Excavation 6,875.00 2.55 5,777.36 2.76 5,444.05 3.38

Compaction 1,166.41 3.48 0.00 0.00 0.00 0.00

Wall Forms 13,672.25 6.38 0.00 0.00 0.00 0.00

Compaction 1,296.01 3.87 0.00 0.00 0.00 0.00

Part D: Daily amount required from critical resources.

UniqueTaskName L3 L6 L9 E3

Excav.(c) Bulk, Sand&Gravel\Civil\Area1\Excavation\Mark Sarena 0.00 0.00 0.00 0.00

Compac.-300mm lifts, 3passes\Civil\Area1\Compaction\Mousa Keen 0.00 0.00 1.00 0.00

Form-Foot.-Wall-Ply-1use\Civil\Area1\Wall Forms\Peter Rofai 3.00 0.00 1.00 0.00

Compac.-300mm lifts, 3passes\Civil\Area2\Compaction\Mousa Keen 0.00 0.00 1.00 0.00

Part E: Planned versus actual performance of tasks and contract items.

E6 E9 SelectedTask PlanCost PlanDuration PlanUC

0.00 0.00 Excav.(c) Bulk, Sand&Gravel 6,875.00 2.55 5.50

0.00 1.00 Compac.-300mm lifts, 3passes 1,166.41 3.48 1.17

0.00 0.00 Form-Foot.-Wall-Ply-1use 13,672.25 6.38 68.36

0.00 1.00 Compac.-300mm lifts, 3passes 1,296.01 3.87 1.30

Part E: Planned versus actual performance of tasks and contract items.

PlanPr/d ActualC ActualDur Pcond Mcond ActualUC ActualPr/d

490.00 5500.00 3.00 Good Good 4.40 416.67

287.00 2000.00 5.00 Fair Fair 2.00 200.00

31.36 8000.00 8.00 Fair Fair 40.00 25.00

258.30 2000.00 5.00 Fair Fair 2.00 200.00

Contract Items

Contract_Item_Desc PlanUC ActualUC

EarthMoving & Compaction 5.50 4.40

EarthMoving & Compaction 0.93 1.60 (a) Pivot Table Report For Bid Proposal (Data of Part A).

Concrete Basement 44.10 25.81

Excavation, New Building 1.04 1.60 Bid Details

Item

Item1

Item1 Total

Item2

Item2 Total

Item4

Item4 Total

Grand Total

(b) Summary WBS Report (data of Part A)

WBS1

WBS2

WBS3

OBS

Sum of TotalCost

Item

Item1

Item2

Grand Total

Part F: Useful Pivot Table reports on project 1.

(a) Pivot Table Report For Bid Proposal (Data of Part A). (c) Methods of Construction Report (Data of Part C).

Item_Description Quantity Unit Unit Price Total

EarthMoving & Compaction 1250.00 m^3 0.93 1166.41

5.50 6875.00

8041.41

Concrete Basement 310.00 m^3 44.10 13672.25

13672.25

Excavation, New Building 1250.00 m^3 1.04 1296.01

1296.01

23009.68

(b) Summary WBS Report (data of Part A)

Civil

Area1

(All)

(All)

Sum of TotalCost

Item_Description Item_Q Item_U Total

EarthMoving & Compaction 1250.00 m^3 8041.41

Concrete Basement 310.00 m^3 13672.25

2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50

5000.00

5500.00

6000.00

6500.00

7000.00

Excavation

21713.66

(c) Methods of Construction Report (Data of Part C).

Task (WBS3) Excavation

Data Total

Duration1 2.55

Duration2 2.76

Duration3 3.38

Cost($)1 6875.00

Cost($)2 5777.36

Cost($)3 5444.05

2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50

5000.00

5500.00

6000.00

6500.00

7000.00

Excavation

Time-Cost Relationship

(a) Resource's Summary Data (b) Unit Price Deviation in Contract Items (Data of Part E)

Page1 Methods

Sum of Value Column

Sum of Values Column Contract Item Page1 ActualUC PlanUCRow Cost /d TotPr /d

Excav.(c) Bulk, Sand&GravelEstimate1 4.40 5.50

Compac.-300mm lifts, 3passes 334.76 287.00 Estimate2 4.40 5.50Form-Foot.-Wall-Ply-1use 2241.26 34.84

Compac.-300mm lifts, 3passesEstimate1 4.00 2.46

Excav.(a) Bulk, Sand&Gravel 1609.70 528.00 Estimate2 4.00 2.46Excav.(b) Bulk, Sand&Gravel 2092.61 646.80

Form-Foot.-Wall-Ply-1useEstimate1 40.00 68.36

Excav.(c) Bulk, Sand&Gravel 2695.00 700.00 Estimate2 40.00 68.36

(c) Tasks' Average Performance Across Projects (Data of Part E).

Page1 (All)

Average of Value ColumnRow ActualC ActualDur ActualPr/d PlanCost PlanDuration PlanPr/d

Compac.-300mm lifts, 3passes 2000.00 5.00 200.00 1231.21 3.68 272.65Excav.(c) Bulk, Sand&Gravel 5500.00 3.00 416.67 6875.00 2.55 490.00Form-Foot.-Wall-Ply-1use 8000.00 8.00 25.00 13672.25 6.38 31.36

(d) Tasks' Average Performance Across Projects (alternative format).

Average of Value ColumnRow Page1 ActualC ActualDur ActualPr/d PlanCost PlanDuration PlanPr/d

Compac.-300mm lifts, 3passesEstimate1 2000.00 5.00 200.00 1231.21 3.68 272.65Estimate2 2000.00 5.00 200.00 1231.21 3.68 272.65

Compac.-300mm lifts, 3passes Average 2000.00 5.00 200.00 1231.21 3.68 272.65

Excav.(c) Bulk, Sand&GravelEstimate1 5500.00 3.00 416.67 6875.00 2.55 490.00Estimate2 5500.00 3.00 416.67 6875.00 2.55 490.00

Excav.(c) Bulk, Sand&Gravel Average 5500.00 3.00 416.67 6875.00 2.55 490.00

Form-Foot.-Wall-Ply-1useEstimate1 8000.00 8.00 25.00 13672.25 6.38 31.36Estimate2 8000.00 8.00 25.00 13672.25 6.38 31.36

Form-Foot.-Wall-Ply-1use Average 8000.00 8.00 25.00 13672.25 6.38 31.36

(e) Tasks' Average Time-Cost Relationships Across Projects (Data of Part C).

Page1 Estimate1

Average of Value ColumnRow Cost1 Dur1 Cost2 Dur2 Cost3 Dur3

Compaction 1231.21 3.68 0.00 0.00 0.00 0.00Wall Forms 13672.25 6.38 0.00 0.00 0.00 0.00Excavation 6875.00 2.55 5777.36 2.76 5444.05 3.38