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Industrial Estimate — Takeoff Breakdown
| DETAILED BREAKDOWN OF ITEMS | |||||||||||||||||||
| Prepared for: | Industrial Estimating | #VALUE! | |||||||||||||||||
| Project ID: | 11102025 | ||||||||||||||||||
| Scope: | GC Estimating | ||||||||||||||||||
| SR # | Drawing # | Detail # | DESCRIPTION | UNIT | QUANTITY | WASTAGE | QUANTITY W/ WASTAGE | UNIT MANHOUR | HOURLY WAGE | LABOR COST | MAT. COST | UNIT COST | SUB COST | ||||||
| GENERAL REQUIREMENTS | |||||||||||||||||||
| 1 | Permits | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $- | $- | ||||||||
| 2 | Supervision and Coordination | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $185,000.00 | $185,000.00 | ||||||||
| 3 | Submittals and Shop drawings | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $- | $- | ||||||||
| 4 | Final Cleaning | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $25,000.00 | $25,000.00 | ||||||||
| 5 | Mobilization Costs | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $156,000.00 | $156,000.00 | ||||||||
| 6 | Temporary Control & Facilities | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $125,000.00 | $125,000.00 | ||||||||
| 7 | Scaffolding | LS | 1 | 0% | 1 | 0.000 | $- | $- | $- | $- | $- | ||||||||
| SUBTOTAL | $491,000 | ||||||||||||||||||
| EXISTING CONDITIONS | LABOR COST | MAT. COST | |||||||||||||||||
| DEMOLITION | |||||||||||||||||||
| SITE DEMOLITION: | $- | $- | |||||||||||||||||
| 8 | Sheet 2 | Notes/Sheet 2 | Remove And Salvage Existing Traffic Signal Poles | EA | 2 | 0% | 2 | 2.500 | $55.00 | $137.50 | $- | $137.50 | $275.00 | $275.00 | $- | ||||
| 9 | Remove Existing AC Curb In Its Entirety | LF | 80 | 0% | 80 | 0.150 | $55.00 | $8.25 | $- | $8.25 | $660.00 | $660.00 | $- | ||||||
| 10 | Remove Existing Concrete Ramp In Its Entirety | SF | 101 | 0% | 101 | 0.088 | $55.00 | $4.84 | $- | $4.84 | $490.44 | $490.44 | $- | ||||||
| 11 | Allowance To Haul-Off Of Demolished Material | LS | 1 | 0% | 1 | 0.000 | $- | $1,000.00 | $- | $1,000.00 | $1,000.00 | $1,000.00 | $- | ||||||
| $- | $- | ||||||||||||||||||
| SUBTOTAL | $2,425 | $- | $- | ||||||||||||||||
| $- | $- | ||||||||||||||||||
| CONCRETE | $- | $- | |||||||||||||||||
| CAST IN PLACE CONCRETE | $- | $- | |||||||||||||||||
| S-2 | CONTINUOUS FOOTING: | $- | $- | ||||||||||||||||
| 4/S8 | 1'-0"W x 1'-6"D Continuous Footing | LF | 304 | $- | $- | ||||||||||||||
| 12 | Concrete | CY | 17 | 10% | 19 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $10,171.33 | $4,226.44 | $5,944.89 | ||||||
| 13 | Reinforcement: (2) #4 Continuous Bar @ Top And Bottom | LBS | 508 | 10% | 558 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $1,116.90 | $502.60 | $614.29 | ||||||
| 14 | Reinforcement: #4 Bent Dowel Bars @ 32" O.C | LBS | 380 | 10% | 418 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $836.63 | $376.48 | $460.14 | ||||||
| 15 | Reinforcement: #3 Vertical Bar @ 16" O.C | LBS | 185 | 10% | 204 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $407.31 | $183.29 | $224.02 | ||||||
| 16 | Formwork | SF | 912 | 10% | 1003 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $2,257.20 | $2,257.20 | $- | ||||||
| 17 | Excavation | CY | 34 | 10% | 37 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $1,393.33 | $1,393.33 | $- | ||||||
| 18 | Backfill | CY | 20 | 10% | 22 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $1,226.13 | $1,226.13 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 13/S8 | 1'-0"W x 1'-6"D Continuous Footing | LF | 38 | $- | $- | ||||||||||||||
| 19 | Concrete | CY | 2 | 10% | 2 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $1,303.43 | $541.61 | $761.82 | ||||||
| 20 | Reinforcement: (2) #4 Continuous Bar @ Top And Bottom | LBS | 63 | 10% | 69 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $138.51 | $62.33 | $76.18 | ||||||
| 21 | Formwork | SF | 113 | 10% | 124 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $279.92 | $279.92 | $- | ||||||
| 22 | Excavation | CY | 4 | 10% | 5 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $172.79 | $172.79 | $- | ||||||
| 23 | Backfill | CY | 2 | 10% | 3 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $146.99 | $146.99 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 13/S8 | 1'-0"W x 1'-6"D Continuous Footing | LF | 38 | $- | $- | ||||||||||||||
| 24 | Concrete | CY | 2 | 10% | 2 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $1,303.43 | $541.61 | $761.82 | ||||||
| 25 | Reinforcement: (2) #4 Continuous Bar @ Top And Bottom | LBS | 63 | 10% | 69 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $138.51 | $62.33 | $76.18 | ||||||
| 26 | Formwork | SF | 113 | 10% | 124 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $279.92 | $279.92 | $- | ||||||
| 27 | Excavation | CY | 4 | 10% | 5 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $172.79 | $172.79 | $- | ||||||
| 28 | Backfill | CY | 2 | 10% | 3 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $146.99 | $146.99 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 6/S8 | 1'-6"W x 1'-9"D Widened Footing | LF | 66 | $- | $- | ||||||||||||||
| 29 | Concrete | CY | 6 | 10% | 7 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $3,846.87 | $1,598.47 | $2,248.40 | ||||||
| 30 | Reinforcement: (3) #4 Continuous Bar @ Bottom | LBS | 110 | 10% | 121 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $241.38 | $108.62 | $132.76 | ||||||
| 31 | Reinforcement: #4 Bottom Bars @ 18" O.C | LBS | 117 | 10% | 129 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $257.47 | $115.86 | $141.61 | ||||||
| 32 | Reinforcement: #3 Continuous Bars @ Top | LBS | 62 | 10% | 68 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $135.87 | $61.14 | $74.73 | ||||||
| 33 | Reinforcement: #3 Dowel Bars @ @ 32" O.C | LBS | 39 | 10% | 43 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $86.51 | $38.93 | $47.58 | ||||||
| 34 | Formwork | SF | 230 | 10% | 253 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $569.13 | $569.13 | $- | ||||||
| 35 | Excavation | CY | 9 | 10% | 9 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $351.31 | $351.31 | $- | ||||||
| 36 | Backfill | CY | 3 | 10% | 3 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $154.58 | $154.58 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 12/S8 | PAD FOOTING: | $- | $- | ||||||||||||||||
| 2'-0" x 2'-0" x 1'-6"D Pad Footing | EA | 2 | $- | $- | |||||||||||||||
| 37 | Concrete | CY | 0 | 10% | 0 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $267.67 | $111.22 | $156.44 | ||||||
| 38 | Reinforcement: (3) #4 Bars @ Bottom Each Way | LBS | 16 | 10% | 18 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $35.27 | $15.87 | $19.40 | ||||||
| 39 | Formwork | SF | 24 | 10% | 26 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $59.40 | $59.40 | $- | ||||||
| 40 | Excavation | CY | 1 | 10% | 1 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $41.25 | $41.25 | $- | ||||||
| 41 | Backfill | CY | 1 | 10% | 1 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $40.33 | $40.33 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 5/S8 | 2'-0" x 2'-0" x 2'-6"D Pad Footing | EA | 8 | $- | $- | ||||||||||||||
| 42 | Concrete | CY | 3 | 10% | 3 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $1,784.44 | $741.48 | $1,042.96 | ||||||
| 43 | Reinforcement: (3) #4 Bars Each Way At Top And Bottom | LBS | 128 | 10% | 141 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $282.16 | $126.97 | $155.19 | ||||||
| 44 | Formwork | SF | 160 | 10% | 176 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $396.00 | $396.00 | $- | ||||||
| 45 | Excavation | CY | 7 | 10% | 7 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $275.00 | $275.00 | $- | ||||||
| 46 | Backfill | CY | 4 | 10% | 5 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $268.89 | $268.89 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 12/S8 | 2'-3" x 2'-3" x 1'-6"D Pad Footing | EA | 4 | $- | $- | ||||||||||||||
| 47 | Concrete | CY | 1 | 10% | 1 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $677.53 | $281.53 | $396.00 | ||||||
| 48 | Reinforcement: (3) #4 Bars Each Way At Top And Bottom | LBS | 64 | 10% | 71 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $141.08 | $63.49 | $77.59 | ||||||
| 49 | Formwork | SF | 80 | 10% | 88 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $198.00 | $198.00 | $- | ||||||
| 50 | Excavation | CY | 3 | 10% | 4 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $137.50 | $137.50 | $- | ||||||
| 51 | Backfill | CY | 3 | 10% | 3 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $160.33 | $160.33 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 11/S8 | 2'-9" x 2'-9" x 1'-6" Pad Footing | EA | 5 | $- | $- | ||||||||||||||
| 52 | Concrete | CY | 2 | 10% | 2 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $1,265.14 | $525.70 | $739.44 | ||||||
| 53 | Reinforcement: (3) #4 Bars Each Way At Bottom | LBS | 40 | 10% | 44 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $88.18 | $39.68 | $48.50 | ||||||
| 54 | Formwork | SF | 165 | 10% | 182 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $408.38 | $408.38 | $- | ||||||
| 55 | Excavation | CY | 3 | 10% | 4 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $140.36 | $140.36 | $- | ||||||
| 56 | Backfill | CY | 2 | 10% | 2 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $94.53 | $94.53 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 10/S8 | 3'-6" x 3'-6" x 2'-6"D Pad Footing | EA | 2 | $- | $- | ||||||||||||||
| 57 | Concrete | CY | 2 | 10% | 2 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $1,366.22 | $567.70 | $798.52 | ||||||
| 58 | Reinforcement: (4) #4 Bars Each Way At Bottom | LBS | 37 | 10% | 41 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $82.30 | $37.03 | $45.26 | ||||||
| 59 | Formwork | SF | 70 | 10% | 77 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $173.25 | $173.25 | $- | ||||||
| 60 | Excavation | CY | 3 | 10% | 3 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $122.22 | $122.22 | $- | ||||||
| 61 | Backfill | CY | 1 | 10% | 1 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $50.42 | $50.42 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 8/S8 | 5'-6" x 5'-6" x 2'-0"D Pad Footing | EA | 3 | $- | $- | ||||||||||||||
| 62 | Concrete | CY | 7 | 10% | 7 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $4,048.46 | $1,682.24 | $2,366.22 | ||||||
| 63 | Reinforcement: (5) #6 Bars Each Way At Bottom | LBS | 248 | 10% | 273 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $545.23 | $245.35 | $299.87 | ||||||
| 64 | Formwork | SF | 132 | 10% | 145 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $326.70 | $326.70 | $- | ||||||
| 65 | Excavation | CY | 8 | 10% | 9 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $330.00 | $330.00 | $- | ||||||
| 66 | Backfill | CY | 2 | 10% | 2 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $92.77 | $92.77 | $- | ||||||
| $- | $- | ||||||||||||||||||
| MAT FOOTING: | $- | $- | |||||||||||||||||
| 7/S8 | 1'-6"D Mat Footing | SF | 27 | $- | $- | ||||||||||||||
| 67 | Concrete | CY | 2 | 10% | 2 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $916.76 | $380.94 | $535.82 | ||||||
| 68 | Reinforcement: #4 Bars @ 12" O.C Each Way At Top And Bottom | LBS | 73 | 10% | 81 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $161.07 | $72.48 | $88.59 | ||||||
| 69 | Formwork | SF | 45 | 10% | 50 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $111.38 | $111.38 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 9/S8 | GRADE BEAM: | $- | $- | ||||||||||||||||
| 1'-0" x 1'-4"D Grade Beam | LF | 12 | $- | $- | |||||||||||||||
| 70 | Concrete | CY | 1 | 10% | 1 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $367.42 | $152.67 | $214.75 | ||||||
| 71 | Reinforcement: (2) #4 Continuous Bars At Top And Bottom | LBS | 39 | 10% | 43 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $85.24 | $38.36 | $46.88 | ||||||
| 72 | Formwork | SF | 31 | 10% | 34 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $76.37 | $76.37 | $- | ||||||
| 73 | Excavation | CY | 1 | 10% | 1 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $35.36 | $35.36 | $- | ||||||
| 74 | Backfill | CY | 0 | 10% | 0 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $17.93 | $17.93 | $- | ||||||
| $- | $- | ||||||||||||||||||
| 9/S8 | CONCRETE CURB: | $- | $- | ||||||||||||||||
| 4"W x 9"D Concrete Curb | LF | 379 | $- | $- | |||||||||||||||
| 75 | Concrete | CY | 8 | 10% | 9 | 3.500 | $65.00 | $227.50 | $320.00 | $547.50 | $4,734.13 | $1,967.15 | $2,766.98 | ||||||
| 76 | Reinforcement: #3 Continuous Bar | LBS | 178 | 10% | 196 | 0.015 | $60.00 | $0.90 | $1.10 | $2.00 | $391.89 | $176.35 | $215.54 | ||||||
| 77 | Formwork | SF | 569 | 10% | 625 | 0.050 | $45.00 | $2.25 | $- | $2.25 | $1,407.04 | $1,407.04 | $- | ||||||
| 78 | Excavation | CY | 11 | 10% | 12 | 0.750 | $50.00 | $37.50 | $- | $37.50 | $434.27 | $434.27 | $- | ||||||
| 79 | Backfill | CY | 3 | 10% | 4 | 1.100 | $50.00 | $55.00 | $- | $55.00 | $193.63 | $193.63 | $- | ||||||
| $- | $- | ||||||||||||||||||
| CONCRETE SLAB: | $- | $- | |||||||||||||||||
| Plan Notes @ S2 | 4" Thk. Slab On Grade As: | SF | 8182 | $- | $- | ||||||||||||||
| 80 | Concrete | CY | 100 | 10% | 110 | 3.150 | $65.00 | $204.75 | $320.00 | $524.75 | $57,724 | $22,523.00 | $35,200.78 | ||||||
| 81 | 6x6 W1.4xW1.4 W.W.R OR
#3 Bars @ 18" O.C OR Tuf-Strand SF Dosed @ 3#/YD3 | SF | 8182 | 10% | 9000 | 0.012 | $60.00 | $0.72 | $0.86 | $1.58 | $14,220 | $6,480.14 | $7,740.17 | ||||||
| 82 | 10 MIL. Vapor Barrier | SF | 8182 | 10% | 9000 | 0.010 | $50.00 | $0.50 | $0.48 | $0.98 | $8,820 | $4,500.10 | $4,320.10 | ||||||
| 83 | Prepared Well Compacted Sub Base | SF | 8182 | 10% | 9000 | 0.005 | $50.00 | $0.25 | $0.45 | $0.70 | $6,300 | $2,250.05 | $4,050.09 | ||||||
| 84 | Prepared Well Compacted Subgrade | SF | 8182 | 10% | 9000 | 0.004 | $50.00 | $0.20 | $- | $0.20 | $1,800 | $1,800.04 | $- | ||||||
| 85 | Control Joints @ 15'-0" O.C | LF | 545 | 10% | 600 | 0.020 | $65.00 | $1.30 | $0.17 | $1.47 | $882 | $780.02 | $102.00 | ||||||
| 86 | Expansion Joints @ 25'-0" O.C | LF | 327 | 10% | 360 | 0.020 | $65.00 | $1.30 | $3.25 | $4.55 | $1,638 | $468.01 | $1,170.03 | ||||||
| $- | $- | ||||||||||||||||||
| Slab Thicken Edge | LF | 379 | $- | $- | |||||||||||||||
| 87 | Concrete | CY | 3 | 10% | 3 | 3.150 | $65.00 | $204.75 | $320.00 | $524.75 | $1,621 | $632.30 | $988.21 | ||||||
| $- | $- | ||||||||||||||||||
| SUBTOTAL | $142,972 | $- | $- | ||||||||||||||||
| $- | $- | ||||||||||||||||||
| MASONRY | $- | $- | |||||||||||||||||
| UNIT MASONRY | $- | $- | |||||||||||||||||
| STONE MASONRY | $- | $- | |||||||||||||||||
| 88 | A-5.0 | A-5.0 | "C" Stone Veneer TBD | SF | 3725 | 10% | 4098 | 0.150 | $62.00 | $9.30 | $18.98 | $28.28 | $115,884.43 | $38,109.09 | $77,775.33 | ||||
| 89 | Brick Veneer Ties Vertical Spacing 8" O.C Horizontal Spacing 16" O.C Assumed | EA | 4199 | 10% | 4619 | 0.005 | $62.00 | $0.31 | $0.35 | $0.66 | $3,048.49 | $1,431.87 | $1,616.63 | ||||||
| $- | $- | ||||||||||||||||||
Showing the first 150 rows of the sheet.
Warehouses, Plants & Heavy Facilities
Industrial Estimating
Industrial projects involve heavy loads, specialised systems, and tight schedules. Our estimators price warehouses, manufacturing plants, cold storage, and distribution centres with careful attention to structure, slabs, and process utilities.
What's Included
Heavy Slab & Foundation Takeoffs
Thick slabs, pits, equipment pads, and reinforced foundations quantified precisely.
Pre-Engineered Steel Buildings
Structural frames, cladding, insulation, and roofing priced accurately.
Process Utilities & Services
Power distribution, compressed air, process piping, and ventilation scopes.
Dock & Loading Equipment
Dock levellers, doors, bollards, and canopies included in the estimate.
Sitework & Paving
Heavy-duty paving, drainage, and yard improvements for truck traffic.
Expansion & Retrofit Pricing
Estimates for operating facilities with working-around-production allowances.
Why Choose Estimating Canada
Built For Contractors Who Need It Right
Experience with warehouse, manufacturing, and cold-storage builds
Heavy-duty structural and civil scopes covered
Delivered as an itemized Excel and PDF report ready for your bid
Small jobs in about 4–6 hours, large projects in 6–48 hours, with free revisions on addenda
Confidential handling of your plans and bid documents
Industrial estimating services for Canadian contractors
Industrial buildings look simple from the outside, but the cost is in the floor, the structure and the services: slab loads, dock doors, clear heights, heavy electrical and sprinkler systems designed for stored goods.
We prepare industrial takeoffs and estimates for warehouses, manufacturing buildings and distribution centres, from pre-engineered metal buildings to concrete tilt-up.
| What we price
Warehouses and distribution centres
Pre-engineered metal buildings and tilt-up concrete
Manufacturing and light industrial plants
Dock doors, levellers and loading areas
Mezzanines, offices and mechanical rooms inside the building
| What drives industrial cost
Heavy slab on grade with joints, reinforcing and flatness requirements
Structure: steel frames, joists, deck and roof systems
Large electrical services, high-bay lighting and power for equipment
Sprinkler systems designed for the stored commodity
Site work, paving and truck courts
| Canadian industrial detail
Snow loads shape the roof structure, and frost protection shapes footings and slab edges. Heating and make-up air for large open buildings carry their own cost. Estimates are normally shown before tax.
| Timing
Small industrial takeoffs are normally ready in about 4 to 6 hours and larger projects in 6 to 48 hours, depending on size and urgency.
Frequently asked questions
Do you price pre-engineered metal buildings?
Yes. The supplier package is entered as a line, with foundations, slab and finishes priced around it.
Do you price site work and paving?
Yes, as separate sections.
Can you price process piping and equipment connections?
We price what is shown on the drawings and list what is excluded.
Do you price tilt-up concrete?
Yes, including panels, bracing and erection allowances.
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