Published sample excerpts • Selected quantities only 52 ground/exterior items · 26 utility items

Sitework & Earthwork
Takeoff Samples

Read actual sitework quantities as a connected schedule of ground preparation, exterior improvements and underground utilities.

Open the civil ledger
ESTIMATING FIELD NOTES31 / 32 / 33

Earthwork · Exterior improvements
Underground utilities

Selected quantities. Original units.
CIVIL SCHEDULE / ACTIVE EXCERPT

Earthwork & exterior scope

Grading, erosion control, pavement and landscape quantities from the civil schedule.

52Selected line items
14Scope categories
SF / LF / CY / EAOriginal source units

Drawing evidence.

1 previews
Related utility plan context — cropped source page 12
Related utility plan contextSource page 12 · cropped preview
1 / 1

Document context only; no exact selected-row sheet match is claimed.

Related utility plan contextSource page 12 · cropped preview
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Related utility plan context — source page 12

Identity-sensitive title blocks are excluded from these published preview derivatives. Original documents remain unchanged.

Context before
comparison.

Source units stay separate. Selected item counts describe this excerpt, never the complete project. Drawing context is labeled independently from exact sheet matches.

Inside this excerpt

Item counts by source category. These are not project quantity totals.

Measured detail. Clear source.

Selected excerpt

Base and adjusted quantities retain the source unit and saved precision. Different units are never added together.

52 matching items · 52 selected in this sample

Selected workbook quantities, not complete project totals
Material / measured scopeBase quantityUnitWith allowance
Mild Grading Clearing and GrubbingGrading · CSI 31
Source details · C06-C08
Workbook cell
'ESTIMATE '!F56
Saved adjusted quantity
518,258 SF · 'ESTIMATE '!H56
Saved allowance factor
0 · 'ESTIMATE '!G56
Original unit
SF · 'ESTIMATE '!I56
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

518,258SF518,258
Erosion Control and Turbidity ControlErosion Control · CSI 31
Source details · C06-C08
Workbook cell
'ESTIMATE '!F59
Saved adjusted quantity
3,548.9740000000006 LF · 'ESTIMATE '!H59
Saved allowance factor
0.1 · 'ESTIMATE '!G59
Original unit
LF · 'ESTIMATE '!I59
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

3,226.34LF3,548.9740000000006
5' Maintennance BermErosion Control · CSI 31
Source details · C06-C08
Workbook cell
'ESTIMATE '!F60
Saved adjusted quantity
2,215.5760000000005 LF · 'ESTIMATE '!H60
Saved allowance factor
0.1 · 'ESTIMATE '!G60
Original unit
LF · 'ESTIMATE '!I60
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

2,014.16LF2,215.5760000000005
6' PVC FenceErosion Control · CSI 31
Source details · C06-C08
Workbook cell
'ESTIMATE '!F61
Saved adjusted quantity
142.24100000000001 LF · 'ESTIMATE '!H61
Saved allowance factor
0.1 · 'ESTIMATE '!G61
Original unit
LF · 'ESTIMATE '!I61
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

129.31LF142.24100000000001
Trenching For PipingTrenching For Piping · CSI 31
Source details · C10-C12
Workbook cell
'ESTIMATE '!F64
Saved adjusted quantity
3,661.9253333333331 CY · 'ESTIMATE '!H64
Saved allowance factor
0 · 'ESTIMATE '!G64
Original unit
CY · 'ESTIMATE '!I64
CSI division
31 00 00 · Earthwork
Drawing reference
C10-C12
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

3,661.9253333333331CY3,661.9253333333331
Back fillingTrenching For Piping · CSI 31
Source details · C10-C12
Workbook cell
'ESTIMATE '!F65
Saved adjusted quantity
1,261.357653333333 CY · 'ESTIMATE '!H65
Saved allowance factor
0 · 'ESTIMATE '!G65
Original unit
CY · 'ESTIMATE '!I65
CSI division
31 00 00 · Earthwork
Drawing reference
C10-C12
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

1,261.357653333333CY1,261.357653333333
2" FDOT SUPERPAVE SP-12.5 (TRAFFIC C) FINE MIX COMPACTED TO A FIELD DENSITY OF 95% OF THE LABORATORY MAXIMUM DENSITY DETERMINED FROM SPECIFIC GRAVITY (GMM) METHODSAsphalt Pavement · CSI 32
Source details · C06-C08
Workbook cell
'ESTIMATE '!F73
Saved adjusted quantity
67,431.782000000007 SF · 'ESTIMATE '!H73
Saved allowance factor
0.1 · 'ESTIMATE '!G73
Original unit
SF · 'ESTIMATE '!I73
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

61,301.62SF67,431.782000000007
6" CRUSHED CONCRETE BASE COMPACTED TO 100% OF THE MAX. DENSITY DETERMINED BY FM 1-T 180 (MIN.) (MIN. LBR VALUE OF 100%)Asphalt Pavement · CSI 32
Source details · C06-C08
Workbook cell
'ESTIMATE '!F74
Saved adjusted quantity
67,431.782000000007 SF · 'ESTIMATE '!H74
Saved allowance factor
0.1 · 'ESTIMATE '!G74
Original unit
SF · 'ESTIMATE '!I74
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

61,301.62SF67,431.782000000007
12" FDOT TYPE B STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR VALUE PER ASTM D-1557. (MIN. LBR VALUE OF 40%)Asphalt Pavement · CSI 32
Source details · C06-C08
Workbook cell
'ESTIMATE '!F75
Saved adjusted quantity
67,431.782000000007 SF · 'ESTIMATE '!H75
Saved allowance factor
0.1 · 'ESTIMATE '!G75
Original unit
SF · 'ESTIMATE '!I75
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

61,301.62SF67,431.782000000007
2 21" FDOT SUPERPAVE SP-12.5 (TRAFFIC C) FINE MIX COMPACTED TO A FIELD DENSITY OF 95% OF THE LABORATORY MAXIMUM DENSITY DETERMINED FROM SPECIFIC GRAVITY (GMM) METHODSHeavy Duty Asphalt Pavement · CSI 32
Source details · C06-C08
Workbook cell
'ESTIMATE '!F78
Saved adjusted quantity
40,818.712 SF · 'ESTIMATE '!H78
Saved allowance factor
0.1 · 'ESTIMATE '!G78
Original unit
SF · 'ESTIMATE '!I78
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

37,107.919999999998SF40,818.712
8" CRUSHED CONCRETE BASE COMPACTED TO 100% OF THE MAX. DENSITY DETERMINED BY FM 1-T 180 (MIN.) (MIN. LBR VALUE OF 100%)Heavy Duty Asphalt Pavement · CSI 32
Source details · C06-C08
Workbook cell
'ESTIMATE '!F79
Saved adjusted quantity
40,818.712 SF · 'ESTIMATE '!H79
Saved allowance factor
0.1 · 'ESTIMATE '!G79
Original unit
SF · 'ESTIMATE '!I79
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

37,107.919999999998SF40,818.712
12" FDOT TYPE B STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR VALUE PER ASTM D-1557. (MIN. LBR VALUE OF 40%)Heavy Duty Asphalt Pavement · CSI 32
Source details · C06-C08
Workbook cell
'ESTIMATE '!F80
Saved adjusted quantity
40,818.712 SF · 'ESTIMATE '!H80
Saved allowance factor
0.1 · 'ESTIMATE '!G80
Original unit
SF · 'ESTIMATE '!I80
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

37,107.919999999998SF40,818.712
Grading · CSI 31

Mild Grading Clearing and Grubbing

Base quantity
518,258
Unit
SF
With allowance
518,258
Source details · C06-C08
Workbook cell
'ESTIMATE '!F56
Saved adjusted quantity
518,258 SF · 'ESTIMATE '!H56
Saved allowance factor
0 · 'ESTIMATE '!G56
Original unit
SF · 'ESTIMATE '!I56
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Erosion Control · CSI 31

Erosion Control and Turbidity Control

Base quantity
3,226.34
Unit
LF
With allowance
3,548.9740000000006
Source details · C06-C08
Workbook cell
'ESTIMATE '!F59
Saved adjusted quantity
3,548.9740000000006 LF · 'ESTIMATE '!H59
Saved allowance factor
0.1 · 'ESTIMATE '!G59
Original unit
LF · 'ESTIMATE '!I59
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Erosion Control · CSI 31

5' Maintennance Berm

Base quantity
2,014.16
Unit
LF
With allowance
2,215.5760000000005
Source details · C06-C08
Workbook cell
'ESTIMATE '!F60
Saved adjusted quantity
2,215.5760000000005 LF · 'ESTIMATE '!H60
Saved allowance factor
0.1 · 'ESTIMATE '!G60
Original unit
LF · 'ESTIMATE '!I60
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Erosion Control · CSI 31

6' PVC Fence

Base quantity
129.31
Unit
LF
With allowance
142.24100000000001
Source details · C06-C08
Workbook cell
'ESTIMATE '!F61
Saved adjusted quantity
142.24100000000001 LF · 'ESTIMATE '!H61
Saved allowance factor
0.1 · 'ESTIMATE '!G61
Original unit
LF · 'ESTIMATE '!I61
CSI division
31 00 00 · Earthwork
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Trenching For Piping · CSI 31

Trenching For Piping

Base quantity
3,661.9253333333331
Unit
CY
With allowance
3,661.9253333333331
Source details · C10-C12
Workbook cell
'ESTIMATE '!F64
Saved adjusted quantity
3,661.9253333333331 CY · 'ESTIMATE '!H64
Saved allowance factor
0 · 'ESTIMATE '!G64
Original unit
CY · 'ESTIMATE '!I64
CSI division
31 00 00 · Earthwork
Drawing reference
C10-C12
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Trenching For Piping · CSI 31

Back filling

Base quantity
1,261.357653333333
Unit
CY
With allowance
1,261.357653333333
Source details · C10-C12
Workbook cell
'ESTIMATE '!F65
Saved adjusted quantity
1,261.357653333333 CY · 'ESTIMATE '!H65
Saved allowance factor
0 · 'ESTIMATE '!G65
Original unit
CY · 'ESTIMATE '!I65
CSI division
31 00 00 · Earthwork
Drawing reference
C10-C12
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Asphalt Pavement · CSI 32

2" FDOT SUPERPAVE SP-12.5 (TRAFFIC C) FINE MIX COMPACTED TO A FIELD DENSITY OF 95% OF THE LABORATORY MAXIMUM DENSITY DETERMINED FROM SPECIFIC GRAVITY (GMM) METHODS

Base quantity
61,301.62
Unit
SF
With allowance
67,431.782000000007
Source details · C06-C08
Workbook cell
'ESTIMATE '!F73
Saved adjusted quantity
67,431.782000000007 SF · 'ESTIMATE '!H73
Saved allowance factor
0.1 · 'ESTIMATE '!G73
Original unit
SF · 'ESTIMATE '!I73
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Asphalt Pavement · CSI 32

6" CRUSHED CONCRETE BASE COMPACTED TO 100% OF THE MAX. DENSITY DETERMINED BY FM 1-T 180 (MIN.) (MIN. LBR VALUE OF 100%)

Base quantity
61,301.62
Unit
SF
With allowance
67,431.782000000007
Source details · C06-C08
Workbook cell
'ESTIMATE '!F74
Saved adjusted quantity
67,431.782000000007 SF · 'ESTIMATE '!H74
Saved allowance factor
0.1 · 'ESTIMATE '!G74
Original unit
SF · 'ESTIMATE '!I74
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Asphalt Pavement · CSI 32

12" FDOT TYPE B STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR VALUE PER ASTM D-1557. (MIN. LBR VALUE OF 40%)

Base quantity
61,301.62
Unit
SF
With allowance
67,431.782000000007
Source details · C06-C08
Workbook cell
'ESTIMATE '!F75
Saved adjusted quantity
67,431.782000000007 SF · 'ESTIMATE '!H75
Saved allowance factor
0.1 · 'ESTIMATE '!G75
Original unit
SF · 'ESTIMATE '!I75
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Heavy Duty Asphalt Pavement · CSI 32

2 21" FDOT SUPERPAVE SP-12.5 (TRAFFIC C) FINE MIX COMPACTED TO A FIELD DENSITY OF 95% OF THE LABORATORY MAXIMUM DENSITY DETERMINED FROM SPECIFIC GRAVITY (GMM) METHODS

Base quantity
37,107.919999999998
Unit
SF
With allowance
40,818.712
Source details · C06-C08
Workbook cell
'ESTIMATE '!F78
Saved adjusted quantity
40,818.712 SF · 'ESTIMATE '!H78
Saved allowance factor
0.1 · 'ESTIMATE '!G78
Original unit
SF · 'ESTIMATE '!I78
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Heavy Duty Asphalt Pavement · CSI 32

8" CRUSHED CONCRETE BASE COMPACTED TO 100% OF THE MAX. DENSITY DETERMINED BY FM 1-T 180 (MIN.) (MIN. LBR VALUE OF 100%)

Base quantity
37,107.919999999998
Unit
SF
With allowance
40,818.712
Source details · C06-C08
Workbook cell
'ESTIMATE '!F79
Saved adjusted quantity
40,818.712 SF · 'ESTIMATE '!H79
Saved allowance factor
0.1 · 'ESTIMATE '!G79
Original unit
SF · 'ESTIMATE '!I79
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

Heavy Duty Asphalt Pavement · CSI 32

12" FDOT TYPE B STABILIZED SUBBASE COMPACTED TO 98% OF THE MODIFIED PROCTOR VALUE PER ASTM D-1557. (MIN. LBR VALUE OF 40%)

Base quantity
37,107.919999999998
Unit
SF
With allowance
40,818.712
Source details · C06-C08
Workbook cell
'ESTIMATE '!F80
Saved adjusted quantity
40,818.712 SF · 'ESTIMATE '!H80
Saved allowance factor
0.1 · 'ESTIMATE '!G80
Original unit
SF · 'ESTIMATE '!I80
CSI division
32 00 00 · Exterior improvements
Drawing reference
C06-C08
Detail / note
Plan Notes

Values are the workbook’s saved quantities. No pricing or project total is shown.

How to read this sample

This is a selected excerpt from a verified workbook, not a complete project estimate or a priced bid. The allowance factor and adjusted quantity are saved source values, not browser calculations. Source descriptions, units and drawing references are retained. Worksheet names are quoted, including meaningful spaces. Cropped drawing previews provide document context; only explicit source references support sheet matches. No client relationship or project outcome is claimed.

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