Sample Earthwork Take Off 1
Sample Earthwork Take Off 1
Sample Earthwork Take Off 1
951-678-0944
Job: Sample Take Off I
Units: Ft-CY
Wed May 05, 2007 12:20:24 Page 1
Volume Report
Design vs. Existing
Mass Grade
Pad 1 509,611.0 84,452.0 423,781.0 1,378.0 7,403.0 385,772.0 1.0 1.0 7,403.0 385,772.0 -378,369.0
Top CG 61,640.0 8,730.0 1.0 8,730.0 8,730.0
Refusal 33,282.0 10,007.0 1.0 10,007.0 10,007.0
Mass Grade Pad 1 Total: 26,140.0 385,772.0 26,140.0 385,772.0 -359,632.0 1,887.0
Mass Grade
Pad 2 583,950.0 328,621.0 253,890.0 1,439.0 15,865.0 159,572.0 1.0 1.0 15,865.0 159,572.0 -143,707.0
Top CG 314,853.0 118,600.0 1.0 118,600.0 118,600.0
Refusal 252,700.0 186,306.0 1.0 186,306.0 186,306.0
Mass Grade Pad 2 Total: 320,771.0 159,572.0 320,771.0 159,572.0 161,199.0 2,163.0
Mass Grade
Pad 3 361,532.0 131,307.0 229,991.0 234.0 13,823.0 264,698.0 1.0 1.0 13,823.0 264,698.0 -250,875.0
Top CG 128,778.0 42,393.0 1.0 42,393.0 42,393.0
Refusal 121,560.0 286,429.0 1.0 286,429.0 286,429.0
Mass Grade Pad 3 Total: 342,645.0 264,698.0 342,645.0 264,698.0 77,947.0 1,339.0
Mass Grade
Pad 4 373,147.0 291,046.0 81,256.0 845.0 17,644.0 37,365.0 1.0 1.0 17,644.0 37,365.0 -19,721.0
Top CG 286,208.0 88,556.0 1.0 88,556.0 88,556.0
Refusal 255,429.0 315,959.0 1.0 315,959.0 315,959.0
Mass Grade Pad 4 Total: 422,159.0 37,365.0 422,159.0 37,365.0 384,794.0 1,382.0
Mass Grade
Pad 5 226,865.0 5,246.0 220,906.0 713.0 33.0 170,073.0 1.0 1.0 33.0 170,073.0 -170,040.0
Top CG 4,890.0 331.0 1.0 331.0 331.0
Refusal 0.0 0.0 1.0 0.0 0.0
Mass Grade Pad 5 Total: 364.0 170,073.0 364.0 170,073.0 -169,709.0 840.0
Mass Grade
Pad 6 216,035.0 137,215.0 78,251.0 569.0 14,723.0 52,066.0 1.0 1.0 14,723.0 52,066.0 -37,343.0
Top CG 129,654.0 36,749.0 1.0 36,749.0 36,749.0
Refusal 107,965.0 100,429.0 1.0 100,429.0 100,429.0
Mass Grade Pad 6 Total: 151,901.0 52,066.0 151,901.0 52,066.0 99,835.0 800.0
Mass Grade
Pad 7 835,685.0 359,850.0 472,189.0 3,646.0 24,208.0 187,049.0 1.0 1.0 24,208.0 187,049.0 -162,841.0
Top CG 324,811.0 87,759.0 1.0 87,759.0 87,759.0
Refusal 227,428.0 155,853.0 1.0 155,853.0 155,853.0
Mass Grade Pad 7 Total: 267,820.0 187,049.0 267,820.0 187,049.0 80,771.0 3,095.0
Mass Grade
Pad 8 410,524.0 26,325.0 382,464.0 1,735.0 1,332.0 173,478.0 1.0 1.0 1,332.0 173,478.0 -172,146.0
Top CG 14,622.0 1,838.0 1.0 1,838.0 1,838.0
Refusal 4,208.0 353.0 1.0 353.0 353.0
Mass Grade Pad 8 Total: 3,523.0 173,478.0 3,523.0 173,478.0 -169,955.0 1,520.0
Mass Grade
Pad 9 402,469.0 14,155.0 386,688.0 1,626.0 613.0 216,486.0 1.0 1.0 613.0 216,486.0 -215,873.0
Top CG 7,303.0 425.0 1.0 425.0 425.0
Refusal 0.0 0.0 1.0 0.0 0.0
Mass Grade Pad 9 Total: 1,038.0 216,486.0 1,038.0 216,486.0 -215,448.0 1,491.0
Mass Grade
Pad 10 508,520.0 66,853.0 439,410.0 2,257.0 3,108.0 247,892.0 1.0 1.0 3,108.0 247,892.0 -244,784.0
Top CG 50,317.0 9,466.0 1.0 9,466.0 9,466.0
Refusal 13,174.0 1,609.0 1.0 1,609.0 1,609.0
Mass Grade Pad 10 Total: 14,183.0 247,892.0 14,183.0 247,892.0 -233,709.0 1,883.0
Mass Sub: 4,428,338.0 1,445,070.0 2,968,826.0 14,442.0 98,752.0 1,894,451.0 98,752.0 1,894,451.0 -1,795,699.0
Top CG 1,323,076.0 394,847.0 394,847.0 394,847.0
Refusal 1,015,746.0 1,056,945.0 1,056,945.0 1,056,945.0
Total Mass: 1,550,544.0 1,894,451.0 1,550,544.0 1,894,451.0 -343,907.0 16,400.0
Streets 426,601.0 132,636.0 290,360.0 3,605.0 8,071.0 117,617.0 1.0 1.0 8,071.0 117,617.0 -109,546.0
Top CG 100,804.0 19,041.0 1.0 19,041.0 19,041.0
Refusal 31,667.0 6,373.0 1.0 6,373.0 6,373.0
Streets Total: 33,485.0 117,617.0 33,485.0 117,617.0 -84,132.0 1,580.0
Streets 181,256.0 78,101.0 102,467.0 688.0 4,965.0 48,457.0 1.0 1.0 4,965.0 48,457.0 -43,492.0
Top CG 69,240.0 18,728.0 1.0 18,728.0 18,728.0
Refusal 46,052.0 11,638.0 1.0 11,638.0 11,638.0
Streets Total: 35,331.0 48,457.0 35,331.0 48,457.0 -13,126.0 671.0
Streets 138,364.0 100,938.0 36,822.0 604.0 9,375.0 15,398.0 1.0 1.0 9,375.0 15,398.0 -6,023.0
Top CG 95,728.0 25,973.0 1.0 25,973.0 25,973.0
Refusal 77,007.0 79,285.0 1.0 79,285.0 79,285.0
Streets Total: 114,633.0 15,398.0 114,633.0 15,398.0 99,235.0 512.0
Streets Sub: 746,221.0 311,675.0 429,649.0 4,897.0 22,411.0 181,472.0 22,411.0 181,472.0 -159,061.0
Top CG 265,772.0 63,742.0 63,742.0 63,742.0
Refusal 154,726.0 97,296.0 97,296.0 97,296.0
Total Streets: 183,449.0 181,472.0 183,449.0 181,472.0 1,977.0 2,763.0
Total Streets
Sub: 1,225,944.0 401,841.0 814,476.0 9,627.0 28,883.0 335,456.0 28,883.0 335,456.0 -306,573.0
Top CG 302,060.0 66,420.0 66,420.0 66,420.0
Refusal 157,760.0 97,561.0 97,561.0 97,561.0
Total Streets: 192,864.0 335,456.0 192,864.0 335,456.0 -142,592.0 4,540.0
Regions
Total 5,678,093.0 1,867,239.0 3,785,813.0 25,041.0 129,448.0 2,230,021.0 129,448.0 2,230,021.0 -2,100,573.0 21,028.0
Top CG 1,639,530.0 463,628.0 463,628.0 463,628.0
Refusal 1,180,440.0 1,155,601.0 1,155,601.0 1,155,601.0
Regions Total: 1,748,677.0 2,230,021.0 1,748,677.0 2,230,021.0 -481,344.0 21,028.0
Unspecified 953,929.0 361,392.0 582,109.0 10,429.0 33,381.0 345,010.0 1.0 1.0 33,381.0 345,010.0 -311,629.0
Top CG 306,543.0 88,043.0 1.0 88,043.0 88,043.0
Refusal 246,701.0 303,216.0 1.0 303,216.0 303,216.0
Unspecified Total: 424,640.0 345,010.0 424,640.0 345,010.0 79,630.0 3,533.0
Job Total 6,632,022.0 2,228,631.0 4,367,922.0 35,470.0 162,829.0 2,575,031.0 162,829.0 2,575,031.0 -2,412,202.0
Top CG 1,946,073.0 551,671.0 551,671.0 551,671.0
Refusal 1,427,141.0 1,458,817.0 1,458,817.0 1,458,817.0
Job Total: 2,173,317.0 2,575,031.0 2,173,317.0 2,575,031.0 -401,714.0 24,561.0
Disclaimer:
All work will be done with extreme attention to detail in accordance with the information given to Earthwork Quantity Take Offs. All work will be done using industry standards. The information Earthwork Quantity Take
Offs provides is estimated information only. Earthwork Quantity Take Offs gives no guarantee to the accuracy of the information it provides. Earthwork Quantity Take Offs will not be liable or responsible for monies
lost or damages of any kind incurred by any patron of Earthwork Quantity Take Offs due to the use of the take off information.
Earthwork Quantity Take Offs 5/5/2007
951-678-0944
Sample Take Off I
Earthwork Analysis
Mass Excavation minus rippable,marginal and blasting material.
Cut Fill
Raw Quantity 163,912 CY 2,575,031 CY
15% Shrinkage 24,587 CY
0 Subsidence CY CY
Adjusted Quantity 139,325 CY 2,575,031 CY
Cut Fill
Raw Qty 300,958 CY 300,958 CY
15% Shrinkage 45,144 CY
0 Subsidence CY CY
Adjusted Qty 300,958 CY 346,102 CY
Blasting Material
1,457,914 CY 20% Bulk 291,582.80 CY available material = 1,749,496.8 CY
Notes: All depths of removals, shrinkage values and bulk values are based on information from Acme
Geotechnical Consulting, Inc soil report. Dated May 5, 2006, Project No. 000000-01
The over excavation volume is based on canyon clean outs at the recommended depths from the above mentioned soils report.
An estimated 6 foot removal was factored in for the undocumented artificial fill area on the west end of the project.
I found no borings or trenches in this area recorded in the soils report.
Transition lot and cut lot capping excavation was not considered in this report. The design is a mass grade design and does not
show in detail where the house pads are located.
All work will be done with extreme attention to detail in accordance with the information given to Earthwork Quantity Take Offs. All work will be done using
industry standards. The information Earthwork Quantity Take Offs provides is estimated information only. Earthwork Quantity Take Offs gives no guarantee
to the accuracy of the information it provides. Earthwork Quantity Take Offs will not be liable or responsible for monies lost or damages of any kind incurred
by any patron of Earthwork Quantity Take Offs due to the use of the take off information.
Profile 1
1593.0
1568.0
1543.0
1518.0
1493.0
1468.0
0.0 60.0 120.0 180.0 240.0 300.0 360.0 420.0 480.0 540.0
Scale
Horiz - 1"=60'
Vert - 1"=50'
Sample Take Off I Cut Fill Map Earthwork Quantity Take Offs
Sample Take Off I Design Ground Earthwork Quantity Take Offs
Sample Take Off I Existing Ground Earthwork Quantity Take Offs