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A contractor has contracted to do some site work which involved the demolition of an existing structure. He plans to do most of the work

A contractor has contracted to do some site work which involved the demolition of an existing structure. He plans to do most of the work himself. The work is broken out into four categories as follows:

2050 Demolition & Grubbing: The original estimate for the demolition was $30,000 and a $5,000 change order has been approved to remove some unexpected debris found during the demolition. The demolition work has been completed and invoiced at a cost of $33,562.

2100 Grading & Excavation: The original estimate for the fill and grading was $17,500 and a $2,000 change order for importing additional fill to replace the debris has been approved. The fill and grading costs invoiced to date are $17,264 and the cost to complete has been estimated at $2,236.

2610 Site Conc. - Labor: The original budget for the labor to pour the concrete was $19,200 and no changes have been made. The concrete labor has been subcontracted out for $19,200, for which the contractor has received a bill for $15,200.

2620 Site Conc. - Concrete: The original budget for the concrete for the sidewalks was $9,900 and no changes have been made. The contractor has spent and invoiced $7,425 for concrete and estimates that $1,950 of concrete will be needed to complete the project.

Add in the missing values shown in the attached figure.image text in transcribed

. B F C D E G H | J K L Total Total Committed Estimated Non- and Non- Estimated Cost Variance Total Committed Committed Committed Cost at Over/ Original Change Estimate Committed Costs Costs Costs To Completion (Under) Estimate Orders (C+D) Costs Invoiced Invoiced (F + H) Complete (1 + J) (K-E) 30,000 VALUE 1 VALUE 2 33,562 33,562 33,562 VALUE 3 17,500 2,000 19,500 17,264 17,264 VALUE 4 VALUE 5 VALUE 6 19,200 19,200 VALUE 7 VALUE 8 VALUE 9 VALUE 10 VALUE 11 9,900 9,900 7,425 7,425 1,950 9,375 VALUE 12 Code Description 2050 Demolition & Grubbing 2100 Grading & Excavation 2610 Site Conc. - Labor 2620 Site Conc. - Concrete Total Variance Over/Under (Sum of Column L) = VALUE 13 . B F C D E G H | J K L Total Total Committed Estimated Non- and Non- Estimated Cost Variance Total Committed Committed Committed Cost at Over/ Original Change Estimate Committed Costs Costs Costs To Completion (Under) Estimate Orders (C+D) Costs Invoiced Invoiced (F + H) Complete (1 + J) (K-E) 30,000 VALUE 1 VALUE 2 33,562 33,562 33,562 VALUE 3 17,500 2,000 19,500 17,264 17,264 VALUE 4 VALUE 5 VALUE 6 19,200 19,200 VALUE 7 VALUE 8 VALUE 9 VALUE 10 VALUE 11 9,900 9,900 7,425 7,425 1,950 9,375 VALUE 12 Code Description 2050 Demolition & Grubbing 2100 Grading & Excavation 2610 Site Conc. - Labor 2620 Site Conc. - Concrete Total Variance Over/Under (Sum of Column L) = VALUE 13

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