| ChadPepper.com | |||||||||
| Construction & Real Estate | |||||||||
| Construction Estimate | |||||||||
| File Name: EST Commercial - Sample | |||||||||
| Qty | Craft | Hours | Unit | Material | Labor | Equipment | Total | ||
| DIVISION 00 - BID REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT | |||||||||
| **Subtotal: 00 Bid Requirements, Cond of Contract | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 01 - GENERAL REQUIREMENTS | |||||||||
| Sewer connection fees | |||||||||
| 4" connection and 40' run to main in street | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 1,561.80 | ||
| Water meters | |||||||||
| Two 2" service lines and meter manifold | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 4,342.35 | ||
| Surveys | |||||||||
| Commercial lot, based on 30,000 SF lot | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 1,199.24 | ||
| Estimating cost for complex facilities | |||||||||
| Typical estimator's fee per hour | |||||||||
| 30 | -- | 0 | Hr | -- | -- | -- | 1,394.46 | ||
| Job layout | |||||||||
| Large job | |||||||||
| 5965 | -- | 0 | SF | -- | -- | -- | 2,495.16 | ||
| General non-distributable supervision and expense | |||||||||
| Project manager, typical | |||||||||
| 4.5 | -- | 0 | Mo | -- | -- | -- | 23,092.26 | ||
| Periodic survey visits | |||||||||
| Minimum two photos, per visit | |||||||||
| 1 | -- | 0 | Ea | -- | -- | -- | 325.37 | ||
| Barrier tapes | |||||||||
| 4 mil thick, long-term or outdoor use | |||||||||
| 4 | PA | 0 | LF | -- | -- | -- | 0.48 | ||
| Temporary overhead run to contractor's "T" pole | |||||||||
| Single phase, over 100 to 200 amps | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 444.37 | ||
| Typical power cost | |||||||||
| Per 1000 SF of building per month of construction | |||||||||
| 12 | -- | 0 | MSF | -- | -- | -- | 22.31 | ||
| Temporary water service | |||||||||
| Meter fee, 2" meter (excluding $400 deposit) | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 67.86 | ||
| Job phone | |||||||||
| cellular phone and one year service | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 427.63 | ||
| Portable job site toilets | |||||||||
| Deluxe quality, with sink, soap dispenser, towel dispenser, mirror | |||||||||
| 12 | -- | 0 | Mo | -- | -- | -- | 981.7 | ||
| Extension boom rental | |||||||||
| 8,000 lb, 40' lift, 4 wheel steering, Rental for Month | |||||||||
| 2 | -- | 0 | Ea | -- | -- | -- | 5,280.00 | ||
| Boomlift rental | |||||||||
| 41' - 50', Rental for Month | |||||||||
| 2 | -- | 0 | Ea | -- | -- | -- | 3,900.00 | ||
| Concrete pumping, 3/8" aggregate mix | |||||||||
| Cost per cubic yard (pumping only) | |||||||||
| 75 | -- | 0 | CY | -- | -- | -- | 697.23 | ||
| Portable steel storage container rental | |||||||||
| 8' x 8' x 20' | |||||||||
| 4 | -- | 0 | Mo | -- | -- | -- | 256.62 | ||
| Add for delivery and pickup of storage containers | |||||||||
| One time charge | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 158.04 | ||
| Portable job site shacks rental | |||||||||
| 12' x 8' x 8' | |||||||||
| 9 | -- | 0 | Mo | -- | -- | -- | 585.59 | ||
| Cleanup | |||||||||
| Final, total floor area (no glass cleaning) | |||||||||
| 15 | CL | 0 | MSF | -- | -- | -- | 747 | ||
| Cleanup | |||||||||
| Mop resilient floor by hand | |||||||||
| 15 | CL | 0 | MSF | -- | -- | -- | 566.76 | ||
| **Subtotal: 01 General Requirements | |||||||||
| 0 | -- | -- | -- | 48,546.23 | |||||
| DIVISION 02 - SITEWORK | |||||||||
| Need - Grading, Site work, Utilities total! | |||||||||
| DEMO SIDE WALK | |||||||||
| Concrete, masonry or rock, per load (7 CY) | |||||||||
| 17 | -- | 0 | Ea | -- | -- | -- | 1,580.39 | ||
| Removal of non-reinforced concrete slabs | |||||||||
| 4" slab thickness (60 SF per CY ) | |||||||||
| 1200 | BL | 0 | SF | -- | -- | -- | 1,608.00 | ||
| Landscaping - Allowance A - Total | |||||||||
| 1 | -- | 0 | LS | -- | -- | -- | 20,000.00 | ||
| **Subtotal: 02 Sitework | |||||||||
| 0 | -- | -- | -- | 23,188.39 | |||||
| DIVISION 03 - CONCRETE | |||||||||
| Reinforcing steel in footings, foundations and grade beams | |||||||||
| 5/8" diameter, #5 rebar (1.04 lb per LF) | |||||||||
| Stem Wall Rebar - SEE FTG FOR MORE QUATITIES | |||||||||
| 6140 | RB | 0 | LF | -- | -- | -- | 5,009.01 | ||
| Stamped finish concrete | |||||||||
| Custom Stamped Pattern | |||||||||
| 460 | B6 | 0 | SF | -- | -- | -- | 4,600.00 | ||
| Slabs, walks and driveways | |||||||||
| 4" thick - INCLUDES WIRE MESH, POLY, BACKFILL, 3000PSI CONCRETE | |||||||||
| 11810 | B5 | 0 | SF | -- | -- | -- | 47,327.39 | ||
| Concrete rolled curb and gutter | |||||||||
| 6” x 18" base, curved curb | |||||||||
| 200 | P9 | 0 | LF | -- | -- | -- | 3,327.38 | ||
| FTGS - INCLUDE 60# REBAR PER CY (WHEN ORDERING REBAR ADD 9360# OF #5) | |||||||||
| Footings and grade beams | |||||||||
| 24" W x 12" D (0.078 CY per LF) | |||||||||
| 432 | B4 | 0 | LF | -- | -- | -- | 6,137.90 | ||
| Footings and grade beams | |||||||||
| 12" W x 18" D (0.058 CY per LF) | |||||||||
| 82 | B4 | 0 | LF | -- | -- | -- | 865.24 | ||
| Footings and grade beams | |||||||||
| 12" W x 18" D (0.058 CY per LF) | |||||||||
| 880 | B4 | 0 | LF | -- | -- | -- | 9,285.50 | ||
| Footings and grade beams | |||||||||
| 20" W x 12" D (0.065 CY per LF) | |||||||||
| 18 | B4 | 0 | LF | -- | -- | -- | 213.36 | ||
| **Subtotal: 03 Concrete | |||||||||
| 0 | -- | -- | -- | 76,765.78 | |||||
| DIVISION 04 - MASONRY | |||||||||
| Standard Brick wall, no headers, 1/2" joint, single wythe, 21'- 0" high | |||||||||
| Cost per brick - BRICK, MORTAR, SAND, TIES, SCAFFOLDING | |||||||||
| 72000 | B9 | 0 | Ea | -- | -- | -- | 106,956.00 | ||
| Concrete block wall assemblies, 8" x 16" blocks | |||||||||
| 8" thick wall - BLOCK, MORTAR, SAND, REIN, SCAFFOLDING | |||||||||
| 12500 | B9 | 0 | SF | -- | -- | -- | 66,802.50 | ||
| Grouting cores for concrete block wall assemblies | |||||||||
| 8" thick wall | |||||||||
| 1785 | B9 | 0 | SF | -- | -- | -- | 1,929.05 | ||
| Portland cement stucco on soffits | |||||||||
| White cement, trowel finish | |||||||||
| 80 | F8 | 0 | SY | -- | -- | -- | 4,082.87 | ||
| **Subtotal: 04 Masonry | |||||||||
| 0 | -- | -- | -- | 179,770.42 | |||||
| DIVISION 05 - METALS | |||||||||
| **Subtotal: 05 Metals | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 06 - WOOD & PLASTICS | |||||||||
| Framing the first of two floors, concrete foundation | |||||||||
| Total framing, first of two floors, concrete foundation | |||||||||
| 8100 | B1 | 0 | SF | -- | -- | -- | 45,576.27 | ||
| Framing the second floor of a two-story residence | |||||||||
| Total framing, second floor of a two-story residence | |||||||||
| 7460 | B1 | 0 | SF | -- | -- | -- | 61,770.29 | ||
| Prehung solid core single doors | |||||||||
| Up to 3' wide | |||||||||
| 1 | BC | 0 | Ea | -- | -- | -- | 35.8 | ||
| Hardwood base moulding | |||||||||
| 1/2" x 2-1/2", Hardwood moulding Oak | |||||||||
| 7005 | -- | 0 | LF | -- | -- | -- | 22,539.99 | ||
| Crown or bed moulding, pine | |||||||||
| 9/16" x 3-5/8" | |||||||||
| 5000 | BC | 0 | LF | -- | -- | -- | 19,113.00 | ||
| Redwood board fence | |||||||||
| 8' high, 2 rail, wood posts | |||||||||
| 320 | B1 | 0 | LF | -- | -- | -- | 4,110.56 | ||
| Aluminum railings | |||||||||
| Installed on stairways | |||||||||
| 110 | H6 | 0 | LF | -- | -- | -- | 11,476.30 | ||
| **Subtotal: 06 Wood and Plastics | |||||||||
| 0 | -- | -- | -- | 164,622.21 | |||||
| DIVISION 07 - THERMAL AND MOISTURE PROTECTION | |||||||||
| Architectural grade laminated shingles, Timberline®, GAF | |||||||||
| Ultra, lifetime warranty | |||||||||
| 140 | R1 | 0 | SQ | -- | -- | -- | 16,888.06 | ||
| **Subtotal: 07 Thermal & Moisture Protect | |||||||||
| 0 | -- | -- | -- | 16,888.06 | |||||
| DIVISION 08 - DOORS & WINDOWS | |||||||||
| Beveled glass entry doors, tremolo | |||||||||
| Door | |||||||||
| 8 | BC | 0 | Ea | -- | -- | -- | 8,315.20 | ||
| Beveled glass entry doors, tremolo | |||||||||
| Sidelight | |||||||||
| 8 | BC | 0 | Ea | -- | -- | -- | 4,832.64 | ||
| Beveled glass entry doors, tremolo | |||||||||
| Matching glass transom | |||||||||
| 8 | BC | 0 | Ea | -- | -- | -- | 4,793.04 | ||
| Beveled glass entry doors, tremolo | |||||||||
| Door | |||||||||
| 2 | BC | 0 | Ea | -- | -- | -- | 2,078.80 | ||
| Beveled glass entry doors, tremolo | |||||||||
| Sidelight | |||||||||
| 2 | BC | 0 | Ea | -- | -- | -- | 1,208.16 | ||
| Beveled glass entry doors, tremolo | |||||||||
| Door | |||||||||
| 9 | BC | 0 | Ea | -- | -- | -- | 9,354.60 | ||
| Beveled glass entry doors, tremolo | |||||||||
| Matching glass transom | |||||||||
| 1 | BC | 0 | Ea | -- | -- | -- | 599.13 | ||
| Casement bay insulating glass vinyl windows | |||||||||
| 98" x 50" | |||||||||
| 50 | B1 | 0 | Ea | -- | -- | -- | 59,550.00 | ||
| **Subtotal: 08 Doors and Windows | |||||||||
| 0 | -- | -- | -- | 90,731.57 | |||||
| DIVISION 09 - FINISHES | |||||||||
| Gypsum wallboard nailed or screwed | |||||||||
| 1/2" on walls | |||||||||
| 70000 | CD | 0 | SF | -- | -- | -- | 36,218.00 | ||
| Gypsum wallboard nailed or screwed | |||||||||
| 1/2" on ceilings | |||||||||
| 15500 | CD | 0 | SF | -- | -- | -- | 9,104.70 | ||
| Gypsum wallboard nailed or screwed | |||||||||
| Add for taping and finishing wall joints | |||||||||
| 70000 | CD | 0 | SF | -- | -- | -- | 21,665.00 | ||
| Gypsum wallboard nailed or screwed | |||||||||
| Add for taping and finishing ceiling joints | |||||||||
| 15500 | CD | 0 | SF | -- | -- | -- | 5,882.25 | ||
| Painting | |||||||||
| PAINTING - Subcontractor | |||||||||
| 15550 | -- | 0 | SF | -- | -- | -- | 124,400.00 | ||
| Granite countertops | |||||||||
| +GRANITE TOPS - 1-1/4" (3cm) | |||||||||
| 87.5 | -- | 0 | SF | -- | -- | -- | 3,675.00 | ||
| Fireplace - price includes, prefab box, chimney and cap | |||||||||
| 42” wide x 32” high x 16” deep fire box | |||||||||
| 7 | B9 | 0 | LS | -- | -- | -- | 14,840.00 | ||
| Carpet | |||||||||
| Lee’s “Faculty IV” with unibond back, direct glue | |||||||||
| 1300 | F9 | 0 | SY | -- | -- | -- | 29,972.80 | ||
| Glazed floor tile, 1/4" thick | |||||||||
| 500 | -- | 0 | SF | -- | -- | -- | 6,000.00 | ||
| Glazed floor tile, 1/4" thick | |||||||||
| 3000 | -- | 0 | SF | -- | -- | -- | 21,000.00 | ||
| Sheet vinyl | |||||||||
| Sierrra | |||||||||
| 1 | BF | 0 | SY | -- | -- | -- | 14.34 | ||
| Wood flooring | |||||||||
| Select, grade, red | |||||||||
| 200 | F9 | 0 | SF | -- | -- | -- | 1,948.56 | ||
| Cabinet - Allowance $130 lf | |||||||||
| 430 | -- | 0 | LF | -- | -- | -- | 55,900.00 | ||
| **Subtotal: 09 Finishes | |||||||||
| 0 | -- | -- | -- | 330,620.65 | |||||
| DIVISION 10 - SPECIALTIES | |||||||||
| **Subtotal: 10 Specialties | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 11 - EQUIPMENT | |||||||||
| **Subtotal: 11 Equipment | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 12 - FURNISHINGS | |||||||||
| **Subtotal: 12 Furnishings | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 13 - SPECIAL CONSTRUCTION | |||||||||
| **Subtotal: 13 Special Construction | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 14 - CONVEYING SYSTEMS | |||||||||
| **Subtotal: 14 Conveying Systems | |||||||||
| 0 | -- | -- | -- | 0 | |||||
| DIVISION 15 - MECHANICAL | |||||||||
| 15400 - PLUMBING | |||||||||
| Plumbing Rough-In | |||||||||
| 105 | -- | 0 | Ea | -- | -- | -- | 42,000.00 | ||
| + Plumbing - Allowance A (Total per 3 bath) | |||||||||
| 3 | -- | 0 | Ea | -- | -- | -- | 9,000.00 | ||
| + Plumbing - Allowance B (Total per 2.5 bath) | |||||||||
| 4 | -- | 0 | Ea | -- | -- | -- | 10,000.00 | ||
| 15500 - HVAC | |||||||||
| +HVAC - SubContractor @ $2000 per ton | |||||||||
| 39 | -- | 0 | SF | -- | -- | -- | 78,000.00 | ||
| **Subtotal: 15 Mechanical | |||||||||
| 0 | -- | -- | -- | 139,000.00 | |||||
| DIVISION 16 - ELECTRICAL | |||||||||
| Electrical work, typical cost per square foot of floor | |||||||||
| 15550 | -- | 0 | SF | -- | -- | -- | 54,425.00 | ||
| Electrical work, typical cost per square foot of floor | |||||||||
| 7 | -- | 0 | LS | -- | -- | -- | 24,500.00 | ||
| **Subtotal: 16 Electrical | |||||||||
| 0 | -- | -- | -- | 78,925.00 | |||||
| __________________________________________________________________________ | |||||||||
| Total Manhours, Material, Labor, and Equipment: | |||||||||
| 0 | -- | -- | -- | 784,925.93 | |||||
| Total Only (Subcontract) Costs: | 364,132.38 | ||||||||
| Subtotal: | 1,149,058.31 | ||||||||
| 10.00% Overhead: | 114,905.83 | ||||||||
| 3.00% Contingency: | 37,918.92 | ||||||||
| 15.00% Profit: | 195,282.46 | ||||||||
| Estimate Total: | 1,497,165.52 | ||||||||