Buyers Guide 2008

For More Money-making Projects Bids...Go Digital

By automating a tedious, time-consuming, and error-prone process, estimating and bidding software opens the door to higher productivity and more profits.

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By Greg Northcutt

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To give you an idea of how it works, the takeoff enters the existing and proposed contours and spot elevations by digitizing or CAD import. Next, you use the stripping feature of this program to figure quantities of topsoil, unsuitable soil, or demolition material to be removed. You digitize the perimeter of the area to be stripped. Then, by inserting the appropriate number in a drop-down menu, you indicate the depth of topsoil or other material you want to strip, say, 8 inches. In the case of poor subsoils, you can also enter soil-boring information to indicate which strata you want to remove. The program calculates the strata removal indicated by the boring information. On the other hand, if you’re demolishing a paved or a building pad, you trace around the area, enter the overall thickness of the demolition in the drop-down menu, and itemize the individual materials. This program automatically gives you the material volumes.

The program’s subgrade feature allows you to account for areas like parking lots and building pads, and for replacement topsoil. Assume your site has all three of these features. To begin figuring topsoil quantities, trace the perimeter of the topsoil replacement footprint with your stylus. Then, in the drop-down menu enter depth of topsoil, say, 4 inches below the proposed grade. The program will automatically calculate the replacement volume of topsoil needed. Next, trace the perimeter of the footprint for the parking area and enter the thickness of the paving material. The area and elevation of the subgrade for the building pads are done in a similar manner. The program automatically subtracts the parking areas and building pads to provide the total quantity of replacement topsoil. The proposed grades and subgrade areas are independent of each other. So, if the grades change, revising the quantities is a matter of simply changing the values for the grades in the drop-down menu. Similarly, if the footprint of the subgrade changes, you just run the cursor around the perimeter of the new area.

Another handy feature is the program’s Dynamic Site Balancer. It allows you to answer a frequently asked question: What is the best way to balance cut-and-fill without affecting the desired drainage or creating an eyesore? As Warfle notes, seldom is adjusting the whole site the most economical alternative, and rarely can you adjust a design surface without altering drainage of the site. Usually, it’s best to adjust a seeded area, retention pond, or ball field, either up or down. “The Dynamic Site Balancer allows you to adjust the whole site, individual design surfaces, or areas traced freehand to achieve the desired site balance, and make a presentation of the change,” he says.

It’s one thing to calculate excavation and backfill quantities when the depth of a utility below grade remains constant, as is the case with water or conduit. But what if the depth of the ditch changes as the elevation of the terrain above the ditch changes, such as the case with sanitary and storm sewers? The Terrain-Link Trenches feature of InSite SiteWork handles both scenarios, Warfle says.

The program generates a variety of reports to provide complete numbers on all aspects of the site. Also, they can be exported to spreadsheet and many estimating or bidding software programs.

The cut-and-fill report, for example, includes the amount of compacted material required onsite, quantities of expanded materials to be hauled, and total amounts of imported fill and exported materials. To better visualize the site, the program provides a variety of three-dimensional views of surfaces, such as existing, proposed, and subgrade, as well as each strata and cut-and-fill. It also gives cross-sectional and plan views of various aspects of the site plan.

The detailed graphics are used to demonstrate the competence of the takeoff and avoid disputes between the engineer, general contractor, and other contractors.

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InSite SiteWork can also be combined with InSite’s Field General construction layout program to use point data to prepare the site for stake points with traditional data collectors and positioning equipment (traditional two-person total station, robotic total station, or GPS) and to export models of the site to GPS machine-control systems.

“They work seamlessly together,” says Warfle. “This way you can tweak the takeoffs you’ve already done for machine control, rather than developing an entirely new machine control model.” Next Page >

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