Sitework takeoff
Clearing, over-excavation, structural fill, and utility trenching quantities for Front Range clay sites with variable fill.
CY · LF · TONWe produce detailed quantity takeoffs and estimates for Fountain, CO contractors, developers, and owners. Deliverables arrive in Excel and PDF, organized by CSI MasterFormat division, with marked-up plan sets and ZIP-code-adjusted material and labor pricing.
Fountain pricing is driven by expansive clay soils that push foundation and sitework scope, high-wind and hail exposure that sets roofing and fastener requirements, Front Range labor competition from Colorado Springs and Pueblo, long frost depths that govern footing elevations, and ZIP-adjusted material pricing across El Paso County.
Fountain sits in the Front Range growth corridor running from Denver through Colorado Springs, and the work here reflects it: single-family subdivisions, multi-family infill, light commercial pads, and the sitework and utility packages that precede them. We take off those scopes from your plan set and return a division-organized estimate you can bid from, not a lump sum with no backup. If you are pricing statewide, start with our Colorado construction estimating overview.
Most of what changes a Fountain number is underground or overhead. Expansive soils drive over-excavation, moisture conditioning, and post-tension or drilled-pier foundation systems. Wind and hail exposure drives roof assembly, fastener schedules, and Class 4 shingle upgrades. Frost depth drives footing and utility burial. We price those items explicitly rather than burying them in a general conditions line, and we flag the scope gaps that cause change orders later. Rush turnaround is available when a bid date moves up.
For bidders. You get a division-by-division takeoff with quantities, units, and waste factors so you can adjust pricing to your own labor rates and subcontractor quotes before the bid goes in. Marked-up plan sets show exactly where each quantity came from.
For builders. Use the estimate as a buyout checklist. We break out concrete, framing, roofing, and MEP scopes separately so you can send each package to the right trade and compare quotes against a known quantity baseline instead of a guess.
For owners. You get a cost basis for budgeting before design is complete, plus a clear list of assumptions and exclusions. That makes it easier to see which design decisions are moving the number and where to hold contingency.
Fountain is one of the smaller cities on the Front Range corridor, and its construction volume tracks the broader Denver–Colorado Springs–Fort Collins expansion rather than any single local industry. Because permits for this city are issued through a county or regional office, there is no city-level Census permit figure to cite, so we do not quote one. For bidders, the practical takeaway is that you are competing in a regional labor and material market, not a closed local one. Concrete crews, framers, and roofers working in Fountain are often the same crews bidding work in Brighton and Englewood, so their rates carry Front Range overhead. Build that into your labor pricing rather than assuming a small-town rate.
The most common error we see in bids for this area is under-pricing earthwork and foundation scope. Expansive clay and variable fill depths mean over-excavation, imported structural fill, and moisture conditioning are frequently required, and those quantities are easy to miss if you take off only the structural drawings. The second is roofing: wind and hail exposure in this part of El Paso County pushes assemblies toward higher wind ratings and impact-resistant shingles, which changes both material cost and labor time. Third is utility depth and bedding, which follows local frost requirements. Confirm the adopted code edition and any local amendments with the building department before you finalize, since requirements change between cycles.
These are the scopes we take off most often for Fountain and the surrounding Front Range corridor. Each deliverable is organized by CSI MasterFormat division with quantities, units, and stated waste factors.
Clearing, over-excavation, structural fill, and utility trenching quantities for Front Range clay sites with variable fill.
CY · LF · TONFootings, stem walls, slab-on-grade, and flatwork with formwork and reinforcement broken out separately for buyout.
CY · SF · LBDrilled piers, post-tension slabs, and moisture conditioning priced against expansive soil conditions common here.
EA · CY · SFWall, floor, and roof framing with lumber, sheathing, hardware, and a stated waste factor by member type.
LF · BF · EARoof assemblies priced for wind and hail exposure, including underlayment, fasteners, and impact-rated shingle options.
SQ · LF · EAMechanical, electrical, and plumbing rough and finish counts, with fixture and equipment schedules tied to plan sheets.
EA · LF · TONSingle-family and townhome budgets priced division by division for subdivision builders and custom owners.
SF · EA · LSLight commercial and tenant improvement takeoffs with division-level detail for bid comparison and buyout.
SF · EA · LSYou bid subdivision and infill work across El Paso and Pueblo county lines. A division-organized takeoff lets you plug in your own concrete, framing, and roofing numbers instead of carrying a lump sum you cannot defend at buyout.
Fountain pads need over-excavation and import before anything vertical starts. Our [sitework estimating services](/sitework-estimating-services/) quantify cut, fill, unsuitable spoil, and utility trench lengths so your earthwork bid holds up when the geotech report lands.
Expansive soils here push you toward post-tension slabs, drilled piers, and deepened footings. We take off cubic yards, pier counts, and reinforcement by [foundation](/foundation-estimating-services/) and [concrete](/concrete-estimating-services/) scope so your quote reflects the actual design.
You are running production schedules where every plan revision changes framing, truss, and MEP quantities. We re-takeoff the affected divisions so your next lot release is priced from the current set, not last quarter's.
Hail and wind exposure along the Front Range drives steep-slope assemblies, ice barrier, and Class 4 upgrades. Our [roofing estimating services](/roofing-estimating-services/) break out squares, ridge, valley, and fastener schedules so upgrades are priced, not absorbed.
You need a budget before drawings are complete. We return assumptions, exclusions, and a division-level cost basis you can carry into design review and hold contingency against the items that actually move in Fountain.
We price work in Fountain and the surrounding El Paso County corridor, plus the Front Range cities our clients build in. Send the plan set and the project address; the ZIP code sets the material and labor adjustment.
The permit mix in Fountain leans residential, with light commercial and industrial pads following the subdivisions. We take off each property type against the scopes that actually drive its cost here.
The bulk of new units in the corridor. We take off slab or pier foundation, framing, truss package, roofing, and MEP rough by plan and elevation, with waste factors you can adjust to your framing crew.
Watch for: Plan revisions between lots; truss and window schedules.
Attached units bring repeated floor plans, party walls, and shared fire separation details. We break quantities by building type and count so your per-unit cost is comparable across phases.
Watch for: Fire-rated assemblies; unit-count multipliers.
Retail, office, and service buildings along the commercial corridors. We price shell and core separately from tenant improvements so you can bid the base building without guessing at the fit-out.
Watch for: Shell versus TI split; site utility stubs.
Shop and storage buildings with slab-on-grade, tilt or metal panel walls, and long-span roof. We quantify slab thickness, reinforcement, and dock or grade-beam scope from the civil and structural sheets.
Watch for: Slab flatness; dock and apron concrete.
Garage conversions, room additions, and interior reconfigurations common on older Fountain lots. We take off new work and flag demolition, patching, and matching existing finishes as separate line items.
Watch for: Demo and disposal; finish matching.
Grading, drainage, water and sewer mains, and paving that precede vertical construction. We quantify cut and fill, pipe runs by size, and pavement sections so the earthwork bid is tied to the civil set.
Watch for: Unsuitable spoil; utility trench depths.
Fountain pricing moves on what is under the slab and above the roof, plus the review path each project takes. These are the items we price explicitly rather than leaving in general conditions.
Fountain projects are reviewed through the city and El Paso County channels, and the adopted code edition governs plan check comments. We do not assume a review timeline; we price the code-driven scope on the drawings and flag items that commonly draw comments, such as energy compliance, egress, and fire separation. Confirm the adopted IBC, IRC, and IECC editions and any local amendments with the building department before you finalize your bid.
IBC · IRC · IECC · El Paso CountySoils along the Fountain Creek corridor and surrounding plains include expansive clays that drive over-excavation, moisture conditioning, and import. Foundations often move to post-tension slabs, drilled piers, or deepened footings with increased reinforcement. We take off excavation volumes, pier counts and depths, and concrete and steel quantities from the geotech and structural sheets so the foundation package is priced against the actual design.
Geotechnical report · Post-tension slab · Drilled piers · Structural drawingsFront Range wind and hail exposure drives roof assembly, fastener schedules, and impact-rated upgrades, while snow load governs framing and roof structure. We quantify squares, ridge and valley lengths, underlayment, ice barrier, and fasteners so upgrades are visible line items. Roofing and framing quantities are taken off separately because a Class 4 upgrade changes both material and labor.
Class 4 shingles · Ice barrier · Roof framing · Fastener scheduleThe Denver to Colorado Springs corridor keeps crews busy, and labor rates reflect the drive time and competition for trades. We price with ZIP-code-adjusted labor so your estimate tracks the local market rather than a statewide average. If your own crews or subcontractor quotes differ, the quantities stay fixed and you adjust the rate column.
RSMeans data · ZIP-code adjustment · Subcontractor quotesFlat to gently sloping sites still need positive drainage, and stormwater detention and lot grading are part of the civil scope. We quantify cut and fill, unsuitable spoil, swales, and pipe runs by size, and we separate on-site utilities from off-site main extensions. Land use approvals and platting can change what is buildable, so we price from the approved civil set and note assumptions.
Civil drawings · Stormwater detention · Utility mains · Lot gradingConcrete, lumber, and shingle prices move, and delivery to outlying Fountain lots carries its own cost. We use current ZIP-code-adjusted material pricing and show waste factors by trade so you can see where overage is carried. Colorado sales and use tax treatment varies by jurisdiction and project type, so confirm the applicable rate with your accountant before you finalize the number.
Material pricing · Waste factors · Colorado sales and use tax · DeliveryFountain sits in the Front Range growth corridor south of Colorado Springs, where expansive clay soils, high wind and hail exposure, and a short but real winter drive the quantities in almost every division. Here is how those local conditions change what you count, trade by trade.
Fountain's expansive soils mean over-excavation is the norm, not the exception. On a typical slab-on-grade you should expect to strip topsoil, excavate to a designed depth below the active zone, and import or chemically treat structural fill. We take off cut and fill by station, track haul-off separately, and carry a swell factor on excavated material. Storm drainage quantities follow the local grading and drainage criteria, including detention and water-quality volume. Because grades across the eastern plains are gentle, long runs of storm pipe and swales are common. If your scope includes offsite utilities, we break them out by linear foot with fittings, bedding, and trench backfill. See our sitework estimating services for how we structure these takeoffs.
Wind and snow loads in Fountain push framing and roof assemblies harder than the mild climate suggests. We take off wall framing by linear foot with plate counts, headers by size and span, and roof framing by member with hangers and connectors. Sheathing is counted by sheet with a waste factor typical for roof geometry, and roof coverings are broken out by slope and material. Hail-rated shingles and impact-resistant assemblies show up more often here, so underlayment and flashing details matter. Truss packages are taken off by count and span, with bracing and bearing hardware. If you want the framing separated from the drywall and finishes, our framing estimating services and roofing estimating services explain the format.
Once the envelope is closed, finishes follow standard CSI divisions, but the quantities still reflect local practice. We take off drywall by square foot with a waste factor typical for the board type and ceiling height, then tape, texture, and paint by area. Flooring is counted by square foot with allowances for transitions and waste, and cabinets and countertops by linear foot. General conditions are the line items bidders forget: supervision, temporary heat, winter protection, final cleaning, and dumpster counts. Because Front Range growth keeps crews busy, we carry realistic durations rather than best-case ones. Our commercial estimating services and residential estimating services both include general conditions as their own division.
Expansive clay drives foundation selection. On residential work you will see stiffened slabs, drilled piers, or post-tensioned slabs, and each one changes the concrete and steel quantities. We take off continuous and spread footings by linear and cubic measure, pier counts by diameter and depth, and slab area with a waste factor typical for flatwork. Rebar is counted by bar size and length, then converted to tons with lap and waste. Vapor barrier, capillary break, and granular base are separate line items because they are frequent scope gaps. For commercial pads and tilt panels, formwork area and embed plates get their own rows. Our concrete estimating services and foundation estimating services cover both residential and commercial foundations.
MEP is where local code adoption and elevation matter most. Furnace sizing, duct layout, and ventilation rates follow the adopted energy code, and at Fountain's elevation equipment derates, so capacity selections are not the same as at sea level. We take off plumbing by fixture count and by linear foot of supply, drain, and vent, including cleanouts and shutoffs. Electrical is counted by device, by circuit, and by linear foot of conduit and conductor, with panel schedules listed separately. Gas piping, condensate, and dryer vents are common gaps. Our MEP estimating services break the three trades apart so your subs can price their own scope cleanly.
Quick check for a single element. For a full drawing set, send the plans and we measure everything, including the items calculators miss.
Typical waste: 3–5% for slabs, 5–10% for footings and walls. Truck count assumes 10 CY loads; confirm load size with your ready-mix supplier.
Need the full takeoff with pricing? Upload your plans.
| Section | Line item | Qty | Unit |
|---|---|---|---|
| 03 30 00 | Slab-on-grade, 4 in., 3,000 psi | 2,150 | SF |
| 03 20 00 | Rebar, #4 at 16 in. O.C., both ways | 1,340 | LB |
| 03 15 00 | Vapor barrier, 10 mil | 2,400 | SF |
| 31 23 16 | Over-excavation and structural fill | 310 | CY |
| 06 10 00 | Wall framing, 2x6 at 16 in. O.C. | 1,180 | LF |
| 06 10 00 | Roof framing, engineered trusses | 34 | EA |
| 07 30 00 | Asphalt shingles, impact-rated | 2,850 | SF |
| 09 29 00 | Drywall, 1/2 in., hung and finished | 4,600 | SF |
This example sizes the slab concrete for a typical slab-on-grade house. The dimensions are illustrative and are not taken from a specific project. We assume a rectangular footprint 50 ft by 40 ft with a 2 ft perimeter thickened edge, 4 in. slab thickness, and a waste factor typical for flatwork of 5 percent.
Step 1 — Slab area. 50 ft x 40 ft = 2,000 SF.
Step 2 — Slab volume. 2,000 SF x (4 in. / 12 in.) = 666.7 CF. Divide by 27 to convert to cubic yards: 666.7 / 27 = 24.7 CY.
Step 3 — Thickened edge. The perimeter is 2 x (50 + 40) = 180 LF. Assume the thickened edge adds 12 in. of depth and 12 in. of width beyond the slab: 180 LF x 1 ft x 1 ft = 180 CF. Divide by 27: 180 / 27 = 6.7 CY.
Step 4 — Total with waste. 24.7 + 6.7 = 31.4 CY. Apply 5 percent waste: 31.4 x 1.05 = 33.0 CY.
| Step | Calculation | Result | Unit |
|---|---|---|---|
| Slab area | 50 ft x 40 ft | 2,000 | SF |
| Slab volume | 2,000 SF x 0.333 ft / 27 | 24.7 | CY |
| Thickened edge | 180 LF x 1 ft x 1 ft / 27 | 6.7 | CY |
| Subtotal | 24.7 + 6.7 | 31.4 | CY |
| With 5% waste | 31.4 x 1.05 | 33.0 | CY |
The thickened edge is where many Fountain bids go wrong. On expansive soils the geotechnical report may call for a deeper or wider perimeter beam, or for drilled piers instead. If piers are required, add them as a separate line item by count and depth rather than burying them in the slab volume. Rebar, vapor barrier, and granular base should also be separate rows so nothing disappears into the concrete price. If you want this broken out for your own plan set, our concrete estimating services and foundation estimating services show the format we deliver.
The main differences are expansive soils and wind exposure. Fountain sits in the Front Range growth corridor, and the clay soils here often require over-excavation, structural fill, or pier-supported foundations. Roof and wall assemblies also carry higher wind and hail design criteria than many Colorado cities, which affects sheathing, connectors, and roof coverings. We adjust quantities for those conditions rather than applying a generic template.
Yes, if one exists. The geotech report tells us the active zone depth, the recommended foundation type, and whether chemical treatment or over-excavation is required. Without it, we take off the foundation as drawn and flag the assumptions in the notes. If the report later changes the design, we can revise the takeoff. Send the report with the plans and we will use it directly.
We read the design criteria from the structural drawings and confirm the adopted code edition with the local building department, since the edition in force can change the loads. Those criteria drive connector counts, sheathing nailing, and roof framing spacing. We do not guess at loads; if the drawings do not state them, we ask before finalizing the takeoff.
Most projects are returned in 24 to 48 hours. Larger commercial or multi-building packages take longer, and we will tell you the schedule before we start. Rush service is available if your bid date is close. Deliverables come in Excel and PDF, organized by CSI MasterFormat division, with marked-up plan sets so you can see exactly what we measured.
The U.S. Census Bureau Building Permits Survey is the standard source for permit counts, and it covers new privately-owned residential units only. It does not include commercial permits or remodels. For Fountain, permits are issued by a county or regional office, so no city-level Census figure exists. We describe demand qualitatively rather than quoting a number that would be misleading.
Yes. We cover the Front Range corridor, including Brighton construction estimating, Englewood construction estimating, and Windsor construction estimating. Each city has its own adopted code edition and local amendments, so we confirm the jurisdiction before pricing. If your project is in another Colorado city, our Colorado construction estimating team can still help.
Yes. We organize the takeoff by CSI MasterFormat division and separate trades so a framing sub, a concrete sub, and an MEP sub can each pull their own quantities. We also list general conditions as their own division. That structure makes it easier to compare bids and spot when a sub has left something out.
Send the architectural, structural, and MEP drawings, plus the geotechnical report and any specifications. If you have a bid date, tell us up front. We will confirm the scope and the deliverable format, then return the takeoff in 24 to 48 hours for most projects. If drawings are incomplete, we note the assumptions in the estimate.
Yes. We take off single-family, multi-family, and commercial projects. Residential work here is mostly slab-on-grade and two-story wood frame, while commercial ranges from tenant improvements to ground-up retail and light industrial. The quantity methods are the same; the divisions and detail level change with the project type.
We apply waste factors typical for each material and installation. Flatwork concrete usually carries about 5 percent, framing lumber more, and roofing and drywall depend on geometry. We show the waste as a separate line so you can see it and adjust it if your crew works tighter or looser than the norm. Nothing is buried in a lump sum.
Upload your drawings and geotechnical report, and we will return a division-by-division takeoff in 24 to 48 hours.