Group | Phase | Description | Takeoff Quantity | Material Cost/Unit | Material Amount | Lab Cost/Unit | Labor amount | Equip Cost/Unit | Total Cost/Unit | Total Amount | |
---|---|---|---|---|---|---|---|---|---|---|---|
01000 | GENERAL CONDITIONS | ||||||||||
01010 | Management | ||||||||||
Superintendent / Project manager | 32 | wk | 1500 | 48000 | |||||||
01033 | Temp Water | ||||||||||
Temp Water | 10 | mth | 150 | 1500 | 150 | 1500 | |||||
01035 | Temp Electricity | ||||||||||
Temp Electricity | 10 | mth | 100 | 1000 | |||||||
01038 | Temp Toilet | ||||||||||
Portable Toilets | 10 | mth | 85 | 850 | |||||||
01039 | Temp Storage Rental | ||||||||||
Temp Storage Rent | 4 | mth | 150 | 150 | 600 | ||||||
01082 | Tools & Equip Purchases | ||||||||||
Small Tools & Equipment | 1 | ls | 2500 | 2500 | 2500 | ||||||
01330 | Site Engineering | ||||||||||
Layout (With Surveyor) Set backs, pile locations, foundation layout | 3 | day | 1200 | 3600 | 1200 | 3600 | |||||
01400 | Dumpster Expense | ||||||||||
Rent Dumpster 30 Yards | 10 | ea | 650 | 6500 | |||||||
01640 | Equipment Rental | ||||||||||
Scissor Lift Rental | 1 | ls | 1500 | 1500 | 1500 | ||||||
Lull Fork Lift | 1 | ls | 5000 | 5000 | 5000 | ||||||
Trash Pump 3" | 1 | ls | 500 | 500 | 500 | ||||||
01645 | Equipment Fuel | ||||||||||
Fuel | 1 | ls | 500 | 500 | 500 | 500 | |||||
01660 | Special Inspections | ||||||||||
Special Inspections - Auger Placement Inspections | 1 | ls | 2500 | 2500 | |||||||
Special Inspections - Rebar Inspections | 1 | ls | 2500 | 2500 | |||||||
Special Inspections - Concrete Inspections & testing | 1 | ls | 2500 | 2500 | |||||||
01710 | Final Cleanup | ||||||||||
Final Cleanup | 1 | ls | 1500 | 1500 | 1500 | 1500 | |||||
02000 | SITEWORK/DEMOLITION | ||||||||||
02056 | Building Demolition | ||||||||||
Existing Bldg Demo Budget | 1 | ls | 15000 | 15000 | 15000 | 15000 | |||||
02077 | Disposal Expense | ||||||||||
Bldg Demo Debris Dump Fees | 1 | ls | 7500 | 7500 | |||||||
Dumpster mthly clean-up | 10 | ea | 650 | 6500 | |||||||
02110 | Site Clearing | ||||||||||
Clear & Grub Site | 1 | ls | 1500 | 1500 | 1500 | 1500 | |||||
02200 | Earthwork | ||||||||||
Foundation Excavation Budget | 1185 | cyds | 1.25 | 1481 | 1 | 2.25 | 2666 | ||||
Hauling - Unsuitable soil | 600 | cy | 8 | 4800 | 8 | 4800 | |||||
02208 | Rough Grade | ||||||||||
Rough Grade | 40 | cy | 25 | 1000 | 25 | 1000 | |||||
Provide suitable soil fill @ 5' d | 400 | cy | 25 | 10000 | 10 | 4000 | 35 | 14000 | |||
Hauling | 400 | cy | 8 | 3200 | 8 | 3200 | |||||
02210 | Fine Grade | ||||||||||
Fine Grade | 40 | cy | 25 | 1000 | 25 | 1000 | |||||
02212 | Fine Grade Topsoil | ||||||||||
Screen Topsoil | 40 | cy | 25 | 1000 | 5 | 200 | 30 | 1200 | |||
02222 | Backfill For SOG | ||||||||||
Slab Prep | 2800 | sft | 0.75 | 2100 | 0.2 | 560 | 0.05 | 1 | 2800 | ||
02225 | Trench Excavation | ||||||||||
Utility Trenching - Subcontract | 1 | ls | 500 | 500 | 500 | 500 | |||||
02270 | Erosion & Sidiment Contro | ||||||||||
Silt Fence | 300 | lft | 0.3 | 90 | 0.2 | 60 | 0.5 | 150 | |||
02712 | Footing Drains | ||||||||||
Footing Drains- Budget - TBD | 1 | ls | 3600 | 3600 | 3600 | 3600 | |||||
02810 | Irrigation Systems | ||||||||||
Lawn / Plant Irrigation Budget | 2100 | sft | 2 | 4200 | 2 | 4200 | |||||
02900 | LANDSCAPING | ||||||||||
02905 | Walkways & Patios | ||||||||||
Stone Paver Budget | 2000 | sf | 20 | 40000 | 20 | 40000 | |||||
02910 | Landscaping | ||||||||||
Install Sod | 2100 | sf | 2 | 4200 | 2 | 4200 | |||||
Landscaping Allowance - TBD | 1 | ls | 10000 | 10000 | 10000 | 10000 | |||||
02950 | Trees, Shrubs & Groundcvr | ||||||||||
Tree & Shurb Allowance TBD | 1 | ls | 5000 | 5000 | 5000 | 5000 | |||||
03000 | CONCRETE | ||||||||||
03100 | Concrete Formwork | ||||||||||
GB Forming | 2080 | sfca | 2 | 4160 | 7.5 | 15600 | 9.5 | 19760 | |||
TB Forming | 1000 | sfca | 1.75 | 1750 | 7.5 | 7500 | 9.25 | 9250 | |||
TC Forming | 1950 | sfca | 1.75 | 3413 | 7.5 | 14625 | 9.25 | 18038 | |||
Beam Forming | 1000 | sfca | 1.75 | 1750 | 7.5 | 7500 | 9.25 | 9250 | |||
Roof Beam Forming | 550 | sfca | 1.75 | 963 | 7.5 | 4125 | 9.25 | 5088 | |||
Elevated Slab Forming w/canopies | 1645 | sfca | 1.75 | 2879 | 5 | 8225 | 6.75 | 11104 | |||
Elevated Slab Forming w/canopies | 1630 | sfca | 1.75 | 2853 | 5 | 8150 | 6.75 | 11003 | |||
Parapet Cap Forming | 280 | sfca | 1.75 | 490 | 5 | 1400 | 6.75 | 1890 | |||
03200 | Concrete Reinforcement | ||||||||||
Rebar Shake-out | 1 | ls | 5000 | 5000 | 5000 | 5000 | |||||
Rebar Hoisting | 1 | ls | 5000 | 5000 | 5000 | 5000 | |||||
Rebar Accessories, ties, chairs, etc | 1 | ls | 7500 | 7500 | 7500 | 7500 | |||||
#3 Rebar @.376 lbs /lft @ 8' o/c | 495 | lbs | 0.53 | 263 | 0.5 | 248 | 1.03 | 511 | |||
#3 Rebar @.376 lbs /lft @ 6" o/c | 3020 | lbs | 0.53 | 1607 | 0.5 | 1510 | 1.03 | 3117 | |||
#3 Rebar @.376 lbs /lft @ 12" o/c | 2223 | lbs | 0.53 | 1183 | 0.5 | 1112 | 1.03 | 2294 | |||
#3 Rebar @.376 lbs /lft @ 12" o/c | 113 | lbs | 0.53 | 60 | 0.5 | 57 | 1.03 | 117 | |||
#3 Rebar @.376 lbs /lft @ 6" o/c - 1st Flr | 1051 | lbs | 0.53 | 559 | 0.5 | 526 | 1.03 | 1085 | |||
#3 Rebar @.376 lbs /lft @ 8" o/c - 1st Flr | 439 | lbs | 0.53 | 234 | 0.5 | 220 | 1.03 | 453 | |||
#3 Rebar @.376 lbs /lft | 64 | lbs | 0.53 | 34 | 0.5 | 32 | 1.03 | 66 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 203 | lbs | 0.53 | 108 | 0.5 | 102 | 1.03 | 210 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 338 | lbs | 0.53 | 180 | 0.5 | 169 | 1.03 | 349 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 38 | lbs | 0.53 | 20 | 0.5 | 19 | 1.03 | 39 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 169 | lbs | 0.53 | 90 | 0.5 | 85 | 1.03 | 174 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 68 | lbs | 0.53 | 36 | 0.5 | 34 | 1.03 | 70 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 68 | lbs | 0.53 | 36 | 0.5 | 34 | 1.03 | 70 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 83 | lbs | 0.53 | 44 | 0.5 | 42 | 1.03 | 86 | |||
#3 Rebar @.376 lbs /lft - 2nd Flr | 394 | lbs | 0.53 | 210 | 0.5 | 197 | 1.03 | 407 | |||
#3 Rebar @.376 lbs /lft - 2nd Flr | 38 | lbs | 0.53 | 20 | 0.5 | 19 | 1.03 | 39 | |||
#3 Rebar @.376 lbs /lft - 2nd Flr | 55 | lbs | 0.53 | 29 | 0.5 | 28 | 1.03 | 57 | |||
#3 Rebar @.376 lbs /lft - 2nd Flr | 38 | lbs | 0.53 | 20 | 0.5 | 19 | 1.03 | 39 | |||
#3 Rebar @.376 lbs /lft - 2nd Flr | 68 | lbs | 0.53 | 36 | 0.5 | 34 | 1.03 | 70 | |||
#3 Rebar @.376 lbs /lft - 1st Flr | 5 | lbs | 0.53 | 3 | 0.5 | 3 | 1.03 | 5 | |||
#3 Rebar @.376 lbs /lft @ 8" o/c | 3 | lbs | 0.53 | 2 | 0.5 | 2 | 1.03 | 3 | |||
#3 Rebar @.376 lbs /lft @ 6" o/c - 2nd Flr | 29 | lbs | 0.53 | 15 | 0.5 | 15 | 1.03 | 30 | |||
#3 Rebar @.376 lbs /lft @ 6" o/c - 2nd Flr | 83 | lbs | 0.53 | 44 | 0.5 | 42 | 1.03 | 86 | |||
#3 Rebar @.376 lbs /lft - 2nd Flr | 23 | lbs | 0.53 | 12 | 0.5 | 12 | 1.03 | 24 | |||
#3 Rebar @.376 lbs /lft @ 8" o/c - 2nd Flr | 17 | lbs | 0.53 | 9 | 0.5 | 9 | 1.03 | 18 | |||
#3 Rebar @.376 lbs /lft @ 8" o/c - 2nd Flr | 31 | lbs | 0.53 | 16 | 0.5 | 16 | 1.03 | 32 | |||
#3 Rebar @.376 lbs /lft @ 6" o/c - Roof | 34 | lbs | 0.53 | 18 | 0.5 | 17 | 1.03 | 35 | |||
#3 Rebar @.376 lbs /lft - Roof | 85 | lbs | 0.53 | 45 | 0.5 | 43 | 1.03 | 88 | |||
#3 Rebar @.376 lbs /lft - Roof | 10 | lbs | 0.53 | 5 | 0.5 | 5 | 1.03 | 10 | |||
#3 Rebar @.376 lbs /lft - Roof | 4 | lbs | 0.53 | 2 | 0.5 | 2 | 1.03 | 4 | |||
#3 Rebar @.376 lbs /lft - Roof | 16 | lbs | 0.53 | 9 | 0.5 | 8 | 1.03 | 17 | |||
#3 Rebar @.376 lbs /lft - Roof | 13 | lbs | 0.53 | 7 | 0.5 | 7 | 1.03 | 13 | |||
#3 Rebar @.376 lbs /lft - Roof | 14 | lbs | 0.53 | 7 | 0.5 | 7 | 1.03 | 14 | |||
#3 Rebar @.376 lbs /lft - Roof | 409 | lbs | 0.53 | 218 | 0.5 | 205 | 1.03 | 422 | |||
#3 Rebar @.376 lbs /lft - Roof | 158 | lbs | 0.53 | 84 | 0.5 | 79 | 1.03 | 163 | |||
#3 Rebar @.376 lbs /lft - Roof | 8 | lbs | 0.53 | 4 | 0.5 | 4 | 1.03 | 8 | |||
#3 Rebar @.376 lbs /lft - Roof | 158 | lbs | 0.53 | 84 | 0.5 | 79 | 1.03 | 163 | |||
#3 Rebar @.376 lbs /lft - Roof | 199 | lbs | 0.53 | 106 | 0.5 | 100 | 1.03 | 205 | |||
#3 Rebar @.376 lbs /lft - Roof | 68 | lbs | 0.53 | 36 | 0.5 | 34 | 1.03 | 70 | |||
#3 Rebar @.376 lbs /lft - Roof | 3 | lbs | 0.53 | 2 | 0.5 | 2 | 1.03 | 3 | |||
#3 Rebar @.376 lbs /lft - Roof | 64 | lbs | 0.53 | 34 | 0.5 | 32 | 1.03 | 66 | |||
#3 Rebar @.376 lbs /lft - Roof | 61 | lbs | 0.53 | 32 | 0.5 | 31 | 1.03 | 63 | |||
#3 Rebar @.376 lbs /lft - Roof | 55 | lbs | 0.53 | 29 | 0.5 | 28 | 1.03 | 57 | |||
#3 Rebar @.376 lbs /lft - Roof | 76 | lbs | 0.53 | 40 | 0.5 | 38 | 1.03 | 78 | |||
#3 Rebar @.376 lbs /lft - Roof | 102 | lbs | 0.53 | 54 | 0.5 | 51 | 1.03 | 105 | |||
#3 Rebar @.376 lbs /lft - Roof | 28 | lbs | 0.53 | 15 | 0.5 | 14 | 1.03 | 29 | |||
#3 Rebar @.376 lbs /lft - Roof | 28 | lbs | 0.53 | 15 | 0.5 | 14 | 1.03 | 29 | |||
#3 Rebar @.376 lbs /lft - Roof | 82 | lbs | 0.53 | 44 | 0.5 | 41 | 1.03 | 85 | |||
#3 Rebar @.376 lbs /lft - Roof | 163 | lbs | 0.53 | 87 | 0.5 | 82 | 1.03 | 168 | |||
#3 Rebar @.376 lbs /lft - Roof | 28 | lbs | 0.53 | 15 | 0.5 | 14 | 1.03 | 29 | |||
#3 Rebar @.376 lbs /lft - Roof | 104 | lbs | 0.53 | 55 | 0.5 | 52 | 1.03 | 107 | |||
#3 Rebar @.376 lbs /lft - Roof | 82 | lbs | 0.53 | 44 | 0.5 | 41 | 1.03 | 85 | |||
#3 Rebar @.376 lbs /lft - Roof | 203 | lbs | 0.53 | 108 | 0.5 | 102 | 1.03 | 210 | |||
#3 Rebar @.376 lbs /lft - Fence | 38 | lbs | 0.53 | 20 | 0.5 | 19 | 1.03 | 39 | |||
#4 Rebar @ .668 lbs/lft - RB | 281 | lbs | 0.53 | 149 | 0.5 | 141 | 1.03 | 289 | |||
#4 Rebar @ .668 lbs / lft B -1st Flr mat | 167 | lbs | 0.53 | 89 | 0.5 | 84 | 1.03 | 172 | |||
#4 Rebar @ .668 lbs / lft B -1st Flr mat | 54 | lbs | 0.53 | 29 | 0.5 | 27 | 1.03 | 56 | |||
#4 Rebar @ .668 lbs / lft B -1st Flr mat | 67 | lbs | 0.53 | 36 | 0.5 | 34 | 1.03 | 69 | |||
#4 Rebar @ .668 lbs / lft B -1st Flr mat | 9 | lbs | 0.53 | 5 | 0.5 | 5 | 1.03 | 9 | |||
#4 Rebar @ .668 lbs / lft B -1st Flr mat | 21 | lbs | 0.53 | 11 | 0.5 | 11 | 1.03 | 22 | |||
#4 Rebar @ .668 lbs / lft roof deck mat | 2138 | lbs | 0.53 | 1133 | 0.5 | 1069 | 1.03 | 2202 | |||
#4 Rebar @ .668 lbs / lft - 2nd Flr Deck mat | 2768 | lbs | 0.53 | 1467 | 0.5 | 1384 | 1.03 | 2851 | |||
#4 Rebar @ .668 lbs / lft - Br#1 mat | 357 | lbs | 0.53 | 189 | 0.3 | 107 | 0.83 | 296 | |||
#4 Rebar @ .668 lbs / lft - Br#2 mat | 656 | lbs | 0.53 | 348 | 0.3 | 197 | 0.83 | 544 | |||
#4 Rebar @ .668 lbs / lft - Connector mat | 646 | lbs | 0.53 | 342 | 0.3 | 194 | 0.83 | 536 | |||
#4 Rebar @ .668 lbs / lft - Patio mat | 1054 | lbs | 0.53 | 559 | 0.3 | 316 | 0.83 | 875 | |||
#4 Rebar @ .668 lbs / lft - Garage mat | 434 | lbs | 0.53 | 230 | 0.3 | 130 | 0.83 | 360 | |||
#4 Rebar @ .668 lbs / lft - Drive mat | 856 | lbs | 0.53 | 454 | 0.3 | 257 | 0.83 | 710 | |||
#4 Rebar @ .668 lbs / lft - Sidewalk mat | 436 | lbs | 0.53 | 231 | 0.3 | 131 | 0.83 | 362 | |||
#4 Rebar @ .668 lbs / lft - Main House mat | 2604 | lbs | 0.53 | 1380 | 0.3 | 781 | 0.83 | 2161 | |||
#5 Rebar @ 1.043 bs/lft - Auger Cages | 15629 | lbs | 0.53 | 8283 | 0.5 | 7815 | 1.03 | 16098 | |||
#5 Rebar @ 1.043 bs/lft - 1st Flr | 105 | lbs | 0.53 | 56 | 0.5 | 53 | 1.03 | 108 | |||
#5 Rebar @ 1.043 bs/lft - 1st Flr | 584 | lbs | 0.53 | 310 | 0.5 | 292 | 1.03 | 602 | |||
#5 Rebar @ 1.043 bs/lft - 1st Flr | 584 | lbs | 0.53 | 310 | 0.5 | 292 | 1.03 | 602 | |||
#5 Rebar @ 1.043 bs/lft - 1st Flr | 469 | lbs | 0.53 | 249 | 0.5 | 235 | 1.03 | 483 | |||
#5 Rebar @ 1.043 bs/lft - 2nd Flr | 584 | lbs | 0.53 | 310 | 0.5 | 292 | 1.03 | 602 | |||
#5 Rebar @ 1.043 bs/lft - 2nd Flr | 209 | lbs | 0.53 | 111 | 0.5 | 105 | 1.03 | 215 | |||
#5 Rebar @ 1.043 bs/lft - 2nd Flr | 209 | lbs | 0.53 | 111 | 0.5 | 105 | 1.03 | 215 | |||
#5 Rebar @ 1.043 bs/lft - Roof | 355 | lbs | 0.53 | 188 | 0.5 | 178 | 1.03 | 366 | |||
#5 Rebar @ 1.043 bs/lft - Roof | 355 | lbs | 0.53 | 188 | 0.5 | 178 | 1.03 | 366 | |||
#5 Rebar @ 1.043 bs/lft - Roof | 126 | lbs | 0.53 | 67 | 0.5 | 63 | 1.03 | 130 | |||
#5 Rebar @ 1.043 bs/lft - Roof | 34 | lbs | 0.53 | 18 | 0.5 | 17 | 1.03 | 35 | |||
#5 Rebar @ 1.043 bs/lft - Roof Parapet | 79 | lbs | 0.53 | 42 | 0.5 | 40 | 1.03 | 81 | |||
#5 Rebar @ 1.043 bs/lft - Roof Deck mat | 1391 | lbs | 0.53 | 737 | 0.3 | 417 | 0.83 | 1155 | |||
#5 Rebar @ 1.043 bs/lft - 2nd Flr mat | 5153 | lbs | 0.53 | 2731 | 0.3 | 1546 | 0.83 | 4277 | |||
#5 Rebar @ 1.043 bs/lft - Br#1 Mat | 543 | lbs | 0.53 | 288 | 0.3 | 163 | 0.83 | 451 | |||
#5 Rebar @ 1.043 bs/lft - Br#2 Mat | 135 | lbs | 0.53 | 72 | 0.3 | 41 | 0.83 | 112 | |||
#5 Rebar @ 1.043 bs/lft - Garage mat | 657 | lbs | 0.53 | 348 | 0.3 | 197 | 0.83 | 545 | |||
#5 Rebar @ 1.043 bs/lft - Main House mat | 1505 | lbs | 0.53 | 798 | 0.3 | 452 | 0.83 | 1249 | |||
#6 Rebar @ 1.502 lbs/lft - Brage Beam | 6482 | lbs | 0.53 | 3435 | 0.5 | 3241 | 1.03 | 6676 | |||
#6 Rebar @ 1.502 lbs/lft - Pile Caps | 640 | lbs | 0.53 | 339 | 0.5 | 320 | 1.03 | 659 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 256 | lbs | 0.53 | 136 | 0.5 | 128 | 1.03 | 264 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 256 | lbs | 0.53 | 136 | 0.5 | 128 | 1.03 | 264 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 451 | lbs | 0.53 | 239 | 0.5 | 226 | 1.03 | 465 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 91 | lbs | 0.53 | 48 | 0.5 | 46 | 1.03 | 94 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 271 | lbs | 0.53 | 144 | 0.5 | 136 | 1.03 | 280 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 121 | lbs | 0.53 | 64 | 0.5 | 61 | 1.03 | 125 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 151 | lbs | 0.53 | 80 | 0.5 | 76 | 1.03 | 156 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 181 | lbs | 0.53 | 96 | 0.5 | 91 | 1.03 | 187 | |||
#6 Rebar @ 1.502 lbs/lft - 2ndFlr | 76 | lbs | 0.53 | 41 | 0.5 | 38 | 1.03 | 79 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 91 | lbs | 0.53 | 49 | 0.5 | 46 | 1.03 | 94 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 91 | lbs | 0.53 | 49 | 0.5 | 46 | 1.03 | 94 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 121 | lbs | 0.53 | 64 | 0.5 | 61 | 1.03 | 125 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 166 | lbs | 0.53 | 88 | 0.5 | 83 | 1.03 | 171 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 151 | lbs | 0.53 | 80 | 0.5 | 76 | 1.03 | 156 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 91 | lbs | 0.53 | 49 | 0.5 | 46 | 1.03 | 94 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 91 | lbs | 0.53 | 49 | 0.5 | 46 | 1.03 | 94 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 301 | lbs | 0.53 | 160 | 0.5 | 151 | 1.03 | 311 | |||
#6 Rebar @ 1.502 lbs/lft - 2nd Flr | 301 | lbs | 0.53 | 160 | 0.5 | 151 | 1.03 | 311 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 16 | lbs | 0.53 | 9 | 0.5 | 8 | 1.03 | 17 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 19 | lbs | 0.53 | 10 | 0.5 | 10 | 1.03 | 20 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 25 | lbs | 0.53 | 13 | 0.5 | 13 | 1.03 | 26 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 3 | lbs | 0.54 | 2 | 0.5 | 2 | 1.04 | 3 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 49 | lbs | 0.53 | 26 | 0.5 | 25 | 1.03 | 51 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 61 | lbs | 0.53 | 33 | 0.5 | 31 | 1.03 | 63 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 133 | lbs | 0.53 | 71 | 0.5 | 67 | 1.03 | 137 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 43 | lbs | 0.53 | 23 | 0.5 | 22 | 1.03 | 44 | |||
#6 Rebar @ 1.502 lbs/lft - Roof | 25 | lbs | 0.53 | 13 | 0.5 | 13 | 1.03 | 26 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 91 | lbs | 0.53 | 49 | 0.5 | 46 | 1.03 | 94 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 136 | lbs | 0.53 | 72 | 0.5 | 68 | 1.03 | 140 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 25 | lbs | 0.53 | 13 | 0.5 | 13 | 1.03 | 26 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 361 | lbs | 0.53 | 192 | 0.5 | 181 | 1.03 | 373 | |||
#6 Rebar @ 1.502 lbs/lft - 1st Flr | 31 | lbs | 0.53 | 17 | 0.5 | 16 | 1.03 | 32 | |||
#7 Rebar @ 2.044 lbs/lft | 932 | lbs | 0.53 | 497 | 0.5 | 466 | 1.03 | 963 | |||
#7 Rebar @ 2.044 lbs/lft Roof | 368 | lbs | 0.53 | 196 | 0.5 | 184 | 1.03 | 380 | |||
#7 Rebar @ 2.044 lbs/lft Roof | 164 | lbs | 0.53 | 87 | 0.5 | 82 | 1.03 | 169 | |||
#7 Rebar @ 2.044 lbs/lft Roof | 99 | lbs | 0.53 | 53 | 0.5 | 50 | 1.03 | 102 | |||
#7 Rebar @ 2.044 lbs/lft Roof | 50 | lbs | 0.53 | 27 | 0.5 | 25 | 1.03 | 52 | |||
#7 Rebar @ 2.044 lbs/lft Roof | 115 | lbs | 0.53 | 61 | 0.5 | 58 | 1.03 | 119 | |||
#7 Rebar @ 2.044 lbs/lft Roof | 82 | lbs | 0.53 | 44 | 0.5 | 41 | 1.03 | 85 | |||
#7 Rebar @ 2.044 lbs/lft 1st Flr | 164 | lbs | 0.53 | 87 | 0.5 | 82 | 1.03 | 169 | |||
#7 Rebar @ 2.044 lbs/lft 1st Flr | 99 | lbs | 0.53 | 53 | 0.5 | 50 | 1.03 | 102 | |||
#8 Rebar @ 2.67 lbs/lft Roof | 118 | lbs | 0.53 | 63 | 0.5 | 59 | 1.03 | 122 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 321 | lbs | 0.53 | 171 | 0.5 | 161 | 1.03 | 332 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 171 | lbs | 0.53 | 91 | 0.5 | 86 | 1.03 | 177 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 193 | lbs | 0.53 | 103 | 0.5 | 97 | 1.03 | 199 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 107 | lbs | 0.53 | 57 | 0.5 | 54 | 1.03 | 111 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 267 | lbs | 0.53 | 142 | 0.5 | 134 | 1.03 | 276 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 33 | lbs | 0.53 | 18 | 0.5 | 17 | 1.03 | 34 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 340 | lbs | 0.53 | 181 | 0.5 | 170 | 1.03 | 351 | |||
#8 Rebar @ 2.67 lb/lft - 1st flr | 86 | lbs | 0.53 | 46 | 0.5 | 43 | 1.03 | 89 | |||
03300 | Cast-In-Place Concrete | ||||||||||
Grade Beam | 40 | cyds | 125 | 5000 | 100 | 4000 | 225 | 9000 | |||
Grade Beam -1 | 20 | cyds | 125 | 2500 | 100 | 2000 | 225 | 4500 | |||
Grade Beam -2 | 3 | cyds | 125 | 375 | 100 | 300 | 225 | 675 | |||
Conc Curb - 1st flr | 3 | cyds | 125 | 375 | 100 | 300 | 225 | 675 | |||
Concrete pump for augers | 32 | hrs | 125 | 4000 | 100 | 3200 | 175 | 400 | 12800 | ||
Concrete pump budget for structure | 40 | hrs | 125 | 125 | 5000 | ||||||
Augercast @ 14" Piles (Drilling, Equip & Labor Only) | 74 | ea | 125 | 9250 | 175 | 12950 | 5 | 305 | 22570 | ||
Augercast Piles Grouting 14" | 111 | cyds | 125 | 13875 | 100 | 11100 | 225 | 24975 | |||
Pile Cap 1 - 30"x30"x20"d | 3 | cyds | 125 | 375 | 100 | 300 | 1 | 226 | 678 | ||
Pile Cap 2 - 30"x72" | 12 | cyds | 125 | 1500 | 100 | 1200 | 1 | 226 | 2712 | ||
Pile Cap 3- Triangular | 3 | cyds | 125 | 375 | 100 | 300 | 1 | 226 | 678 | ||
Conc Beam TB (combined total cyds) | 16 | cyds | 125 | 2000 | 200 | 3200 | 1 | 326 | 5216 | ||
Conc Beam TB | 2 | cyds | 125 | 250 | 200 | 400 | 1 | 326 | 652 | ||
Conc Beam TB-1 | 3 | cyds | 125 | 375 | 200 | 600 | 1 | 326 | 978 | ||
Conc Beam TB-2 | 2 | cyds | 125 | 250 | 200 | 400 | 1 | 326 | 652 | ||
Conc Beam TB-3 | 2 | cyds | 125 | 250 | 200 | 400 | 1 | 326 | 652 | ||
Conc Col TC | 4 | cyds | 125 | 500 | 200 | 800 | 1 | 326 | 1304 | ||
Conc Col TC Fence | 1 | cyds | 125 | 125 | 200 | 200 | 325 | 325 | |||
Conc Col TC | 0.8 | cyds | 125 | 100 | 200 | 160 | 1 | 326 | 261 | ||
Conc Col TC-1 | 3 | cyds | 125 | 375 | 200 | 600 | 1 | 326 | 978 | ||
Conc Col TC-1 | 0.1 | cyds | 125 | 13 | 200 | 20 | 1 | 326 | 33 | ||
Conc Col TC-2 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Col TC-3 | 2 | cyds | 125 | 250 | 200 | 400 | 1 | 326 | 652 | ||
Conc Col TC-3 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Col TC-3 | 0.1 | cyds | 125 | 13 | 200 | 20 | 1 | 326 | 33 | ||
Conc Col TC-4 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Col TC-4 | 0.1 | cyds | 125 | 13 | 200 | 20 | 1 | 326 | 33 | ||
Conc Col TC-5 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Col TC-6 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Col TC-7 | 0.1 | cyds | 125 | 13 | 200 | 20 | 1 | 326 | 33 | ||
Conc Col C | 0.1 | cyds | 125 | 13 | 200 | 20 | 1 | 326 | 33 | ||
Conc Col TC-8 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Beam B | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc Beam B-1 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Beam B-2 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Beam B-2C | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Beam B-3 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc Beam B-4 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc Beam B-5 | 0.6 | cyds | 125 | 75 | 200 | 120 | 1 | 326 | 196 | ||
Conc Beam B-5C | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc Beam B-6 | 2 | cyds | 125 | 250 | 200 | 400 | 1 | 326 | 652 | ||
Conc Beam B-7 | 1.7 | cyds | 125 | 213 | 200 | 340 | 1 | 326 | 554 | ||
Conc Beam B-8 | 1 | cyds | 125 | 125 | 200 | 200 | 1 | 326 | 326 | ||
Conc Beam B-9 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc Beam B-10 | 0.7 | cyds | 125 | 88 | 200 | 140 | 1 | 326 | 228 | ||
Conc Beam B-11 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc RB - Br Areas | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc RB-1 | 2.2 | cyds | 125 | 275 | 200 | 440 | 1 | 326 | 717 | ||
Conc RB-2 | 0.6 | cyds | 125 | 75 | 200 | 120 | 1 | 326 | 196 | ||
Conc RB-3 | 0.7 | cyds | 125 | 88 | 200 | 140 | 1 | 326 | 228 | ||
Conc RB-4 | 0.6 | cyds | 125 | 75 | 200 | 120 | 1 | 326 | 196 | ||
Conc RB-5 | 0.7 | cyds | 125 | 88 | 200 | 140 | 1 | 326 | 228 | ||
Conc RB-6 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc RB-7 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc RB-8 | 0.4 | cyds | 125 | 50 | 200 | 80 | 1 | 326 | 130 | ||
Conc RB-9 | 0.5 | cyds | 125 | 63 | 200 | 100 | 1 | 326 | 163 | ||
Conc RB-10 | 0.3 | cyds | 125 | 38 | 200 | 60 | 1 | 326 | 98 | ||
Conc Parapet Wall Cap | 3 | cyds | 125 | 375 | 200 | 600 | 1 | 326 | 978 | ||
Conc Fence Wall Cap | 50 | lft | 10 | 500 | 25 | 1250 | 1 | 36 | 1800 | ||
03311 | Concrete - Flat Slab | ||||||||||
Elevated Conc Roof Deck | 36 | cy | 125 | 4500 | 100 | 3600 | 1 | 226 | 8136 | ||
Elevated Conc Roof Deck | 39 | cy | 125 | 4875 | 100 | 3900 | 1 | 226 | 8814 | ||
Elevated Conc Roof Canopies | 2 | cy | 125 | 250 | 100 | 200 | 1 | 226 | 452 | ||
SOG Conc - Main House - 8" | 34 | cy | 125 | 4250 | 100 | 3400 | 1 | 226 | 7684 | ||
SOG Conc BR#1 - 8" | 6 | cy | 125 | 750 | 100 | 600 | 1 | 226 | 1356 | ||
S.O.G. Conc BR#2 - 6" | 5 | cy | 125 | 625 | 100 | 500 | 1 | 226 | 1130 | ||
S.O.G. Conc - Exterior Connector - 6" | 5 | cy | 125 | 625 | 100 | 500 | 1 | 226 | 1130 | ||
S.O.G. Conc - Exterior Patio - 6" | 5 | cy | 125 | 625 | 100 | 500 | 1 | 226 | 1130 | ||
S.O.G. Conc - Garage Flr - 8" | 6 | cy | 125 | 750 | 100 | 600 | 1 | 226 | 1356 | ||
S.O.G. Conc - Driveway - 6" | 5 | cy | 125 | 625 | 100 | 500 | 1 | 226 | 1130 | ||
S.O.G. Conc - Sidewalks - 6" | 3 | cy | 125 | 375 | 100 | 300 | 1 | 226 | 678 | ||
03314 | Concrete Steps | ||||||||||
Concrete Step Budget | 24 | lft | 25 | 600 | 75 | 1800 | 100 | 2400 | |||
Concrete Step Budget | 30 | lft | 25 | 750 | 75 | 2250 | 100 | 3000 | |||
Concrete Step Budget | 50 | lft | 25 | 1250 | 75 | 3750 | 100 | 5000 | |||
Concrete Step Budget | 13 | lft | 25 | 325 | 75 | 975 | 100 | 1300 | |||
04000 | MASONRY | ||||||||||
04220 | Concrete Masonry Unit | ||||||||||
Stucco Coat w/ metal lath | 4575 | sf | 2.85 | 13039 | 20 | 91500 | 22.85 | 104539 | |||
Stucco Coat w/ metal lath | 1130 | sf | 2.85 | 3221 | 20 | 22600 | 22.85 | 25821 | |||
Stucco Coat w/ metal lath | 800 | sf | 2.85 | 2280 | 20 | 16000 | 22.85 | 18280 | |||
8" CMU Reinf ~ 2' h - 1st Flr | 600 | sf | 6 | 3600 | 8 | 4800 | 14 | 8400 | |||
8" CMU Reinf ~ 14"h - 1st Flr | 40 | sf | 6 | 240 | 8 | 320 | 14 | 560 | |||
8" CMU Reinf - Ext Walls | 4575 | sf | 6 | 27450 | 8 | 36600 | 14 | 64050 | |||
8" CMU Reinf - Ext Walls | 1130 | sf | 6 | 6780 | 8 | 9040 | 14 | 15820 | |||
8" CMU Reinf - Ext Walls | 300 | sf | 6 | 1800 | 8 | 2400 | 14 | 4200 | |||
8" CMU Reinf - Int Walls | 200 | sf | 6 | 1200 | 8 | 1600 | 14 | 2800 | |||
Scaffolding / Staging Consideartions | 5700 | sft | 1 | 1 | 5700 | ||||||
05000 | STEEL | ||||||||||
05122 | Columns | ||||||||||
TS1 - HSS 4"x 4"x 1/2" x 10' w/ Plates | 1 | ea | 250 | 250 | 75 | 75 | 325 | 325 | |||
TS2 - HSS 4"x 4"x 1/2" x 10' w/ Plates | 1 | ea | 250 | 250 | 75 | 75 | 325 | 325 | |||
06050 | FASTENERS, HANGERS & TIES | ||||||||||
06051 | Fasteners | ||||||||||
Fastners, hangers, ties & Misc | 1 | ls | 5000 | 5000 | 5000 | 5000 | |||||
06100 | ROUGH FRAMING | ||||||||||
06102 | Blocking | ||||||||||
Wall Blocking | 300 | lf | 0.53 | 158 | 0.5 | 150 | 1.03 | 308 | |||
06107 | Strapping | ||||||||||
Ceiling Strapping 1 x 4 | 450 | lf | 0.4 | 180 | 0.75 | 338 | 1.15 | 518 | |||
06116 | Subfloor | ||||||||||
Subfloor T&G Fir Ply 3/4" | 1560 | sft | 1.25 | 1950 | 0.75 | 1170 | 2 | 3120 | |||
06117 | Underlayment & substrates | ||||||||||
Cementitious Soffit Substrate | 60 | sf | 1.25 | 75 | 1.75 | 105 | 3 | 180 | |||
06157 | Roof Sheathing | ||||||||||
Roof Sheathing 5/8" Cdx PlyFir | 1000 | sf | 0.85 | 850 | 0.6 | 600 | 1.45 | 1450 | |||
06190 | Wood Trusses | ||||||||||
Hurricane Ties | 120 | ea | 4 | 480 | 5 | 600 | 9 | 1080 | |||
Wood Gable Trusses - SF Budget | 685 | sft | 4 | 2740 | 3 | 2055 | 7 | 4795 | |||
Wood Hip Trusses - SF Budget | 200 | sft | 4 | 800 | 3 | 600 | 7 | 1400 | |||
Wood overframing- SF Budget | 75 | sft | 4 | 300 | 3 | 225 | 7 | 525 | |||
Truss Blocking 2x4 rl | 400 | lf | 0.53 | 210 | 0.5 | 200 | 1.03 | 410 | |||
06200 | FINISH CARPENTRY | ||||||||||
06220 | Millwork - TBD | ||||||||||
Millwork & Casework Budget - TBD | 1 | LS | 1500 | 1500 | 1500 | 1500 | |||||
06223 | Exterior Trim | ||||||||||
AC Plywood Soffit 3/4" | 625 | sf | 2.25 | 1406 | 0.75 | 469 | 3 | 1875 | |||
Soffit Vent Strip 6" | 150 | lf | 2 | 300 | 2 | 300 | 4 | 600 | |||
06231 | Closet Shelving - TBD | ||||||||||
Closet Shelving Budget - TBD | 200 | lft | 4.48 | 896 | |||||||
06411 | Cabinetry, Vanities & Counter tops - TBD | ||||||||||
Kitchen Cabinet Budget - TBD | 30 | lf | 275 | 8250 | 275 | 8250 | |||||
Kitchen Countertop Budget - TBD | 30 | lf | 30 | 900 | 30 | 900 | |||||
Kitchen Cabinet Installation - TBD | 1 | ls | 4000 | 4000 | 4000 | 4000 | |||||
Cabinet Hardware Budget - TBD | 1 | ls | 89.6 | 90 | |||||||
Vanity Cabinetry Budget - TBD | 1 | ls | 3000 | 3000 | 3000 | 3000 | |||||
Vanity Counter Top Budget - TBD | 1 | ls | 25000 | 25000 | 25000 | 25000 | |||||
06431 | Custom Stairs & Railings - TBD | ||||||||||
Custom Stairs - TBD | 1 | ls | 25000 | 25000 | 25000 | 25000 | |||||
Stair Railings & Side Enclosures - TBD | 1 | ls | 4500 | 4500 | 4500 | 4500 | |||||
07000 | WATERPRF & INSUL | ||||||||||
07192 | Vapor Retarder | ||||||||||
Stego Vapor Barrier Wrap - SOG | 2500 | sft | 1 | 2500 | 0.15 | 375 | 1.15 | 2875 | |||
Asphalt Roofing Felt 30# | 1500 | sf | 0.2 | 300 | 0.1 | 150 | 0.3 | 450 | |||
07210 | Insulation | ||||||||||
Icynene Insulation System Budget - '6" | 950 | sf | 5 | 4750 | 5 | 4750 | |||||
07211 | Board Insulation | ||||||||||
Board Insulation @ Exterior Walls (Inside) | 6000 | sft | 0.6 | 3600 | 0.5 | 3000 | 1.1 | 6600 | |||
07212 | EXTERIOR SIDING | ||||||||||
07215 | Azek Trim | ||||||||||
1x4 Trim - 2 pc Fascia | 300 | lft | 1.5 | 450 | 1.75 | 525 | 3.25 | 975 | |||
07300 | ROOFING | ||||||||||
07530 | TPO Membrane Roofing Budget | ||||||||||
TPO Roofing System - Main Roof | 1335 | sft | 1.25 | 1669 | 0.75 | 1001 | 2 | 2670 | |||
TPO Roofing System - Canopies | 200 | sft | 1.25 | 250 | 0.75 | 150 | 2 | 400 | |||
Cant Strip | 175 | sft | 0.6 | 105 | 1 | 175 | 1.6 | 280 | |||
Scupper allowance | 4 | sft | 150 | 600 | 25 | 100 | 175 | 700 | |||
Roof Insulation - 3-1/2" | 1335 | sft | 2.15 | 2870 | 0.2 | 267 | 2.35 | 3137 | |||
Tapped Roof Insulation | 1335 | sft | 0.75 | 1001 | 0.25 | 334 | 1 | 1335 | |||
Curb Stop / Pitch Pockets | 1 | ls | 250 | 250 | 250 | 250 | 500 | 500 | |||
Vent boots | 1 | ls | 250 | 250 | 250 | 250 | 500 | 500 | |||
07621 | Downspouts | ||||||||||
Alum. Leaders - Budget | 150 | lf | 5 | 750 | 5 | 750 | |||||
07710 | Special Roofs | ||||||||||
Tile Barrel Roofing | 1200 | sft | 5.5 | 6600 | 1.5 | 1800 | 7 | 8400 | |||
08010 | EXTERIOR DOORS | ||||||||||
08116 | Overhead Garage Doors | ||||||||||
Garage Dr - Insulated = 26 9/6x9/0 | 1 | ea | 3500 | 3500 | 3500 | 3500 | |||||
08120 | Aluminum Doors | ||||||||||
Aluminum Sliding Drs = 2 3'x 4' /0 x10' | 120 | sf | 150 | 18000 | 15 | 1800 | 165 | 19800 | |||
Aluminum Entry Drs = 3 | 14 | sf | 75 | 1050 | 50 | 700 | 125 | 1750 | |||
Aluminum Sliding Drs = 4 3x 3/6x 8' | 84 | sf | 150 | 12600 | 50 | 4200 | 200 | 16800 | |||
Aluminum Entry Drs = 5 | 24 | sf | 75 | 1800 | 50 | 1200 | 125 | 3000 | |||
Aluminum Sliding Drs = 14 | 48 | sf | 150 | 7200 | 50 | 2400 | 200 | 9600 | |||
Aluminum Sliding Drs = 15 | 150 | sf | 150 | 22500 | 50 | 7500 | 200 | 30000 | |||
Aluminum Gate = 25 3/4x4/0 | 1 | ea | 750 | 750 | 750 | 750 | |||||
08200 | INTERIOR DOORS | ||||||||||
08201 | Wood Doors Budget | ||||||||||
Wd Dr = 1 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 6 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 7 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 8 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 9 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 10 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 11 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 12 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 16 | 1 | ls | 600 | 600 | 600 | 600 | |||||
Wd Dr = 17 | 1 | ls | 600 | 600 | 600 | 600 | |||||
Wd Dr = 19 | 1 | ls | 600 | 600 | 600 | 600 | |||||
Wd Dr = 20 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 21 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 22 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 23 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wd Dr = 24 | 1 | ls | 350 | 350 | 350 | 350 | |||||
Wood Door - Labor | 16 | ea | 100 | 1600 | 100 | 1600 | |||||
08600 | WINDOWS | ||||||||||
08690 | Aluminum Window Budget | ||||||||||
Single Casement = A Budget | 15 | sft | 75 | 1125 | 15 | 225 | 90 | 1350 | |||
Single Casement = B Budget | 15 | sft | 75 | 1125 | 15 | 225 | 90 | 1350 | |||
Single Casement = H | 12 | sft | 75 | 900 | 15 | 180 | 90 | 1080 | |||
Single Casement = I | 9 | sft | 75 | 675 | 15 | 135 | 90 | 810 | |||
Single Casement = J | 5.5 | sft | 75 | 413 | 15 | 83 | 90 | 495 | |||
Double Casement =E | 12 | sft | 75 | 900 | 15 | 180 | 90 | 1080 | |||
Double Casement =F 32 sft x 2ea | 64 | sft | 75 | 4800 | 15 | 960 | 90 | 5760 | |||
Double Casement =K | 27 | sft | 75 | 2025 | 15 | 405 | 90 | 2430 | |||
Double Casement =L | 27 | sft | 75 | 2025 | 15 | 405 | 90 | 2430 | |||
Double Casement =M | 27 | sft | 75 | 2025 | 15 | 405 | 90 | 2430 | |||
Double Casement =O | 20 | sft | 75 | 1500 | 15 | 300 | 90 | 1800 | |||
Double Casement =T | 27 | sft | 75 | 2025 | 15 | 405 | 90 | 2430 | |||
Awning = R | 12 | sft | 75 | 900 | 15 | 180 | 90 | 1080 | |||
Fixed = D | 16 | sft | 75 | 1200 | 15 | 240 | 90 | 1440 | |||
Fixed = S | 23 | sft | 75 | 1725 | 15 | 345 | 90 | 2070 | |||
Fixed = U | 23 | sft | 75 | 1725 | 15 | 345 | 90 | 2070 | |||
Aluminum Fixed Entry C = Storefront -2 sidelights/1 transom | 48 | sft | 75 | 3600 | 15 | 720 | 90 | 4320 | |||
Aluminum Fixed Entry CC Storefront Fixed 65 sft x 3ea= 195 | 585 | sft | 75 | 43875 | 12 | 7020 | 87 | 50895 | |||
Aluminum Window Wall = G | 190 | sft | 200 | 38000 | 15 | 2850 | 215 | 40850 | |||
Aluminum Window Wall = N | 144 | sft | 200 | 28800 | 15 | 2160 | 215 | 30960 | |||
08700 | HARDWARE | ||||||||||
08710 | Finish Hardware - TBD | ||||||||||
Finish Hardware Budget - TBD | 1 | ls | 5000 | 5000 | 5000 | 5000 | |||||
09000 | FINISHES | ||||||||||
09250 | Metal Studs | ||||||||||
3-5/8" Partition Assembies | 600 | sf | 0.75 | 450 | 0.75 | 450 | 1.5 | 900 | |||
09261 | Drywall | ||||||||||
Drywall Complete 5/8" | 1840 | sf | 0.45 | 828 | 0.75 | 1380 | 1.2 | 2208 | |||
Drywall Complete 5/8" | 1575 | sf | 0.45 | 709 | 0.75 | 1181 | 1.2 | 1890 | |||
Drywall Complete 5/8" - Partiton wall assemblies | 1600 | sf | 0.45 | 720 | 0.75 | 1200 | 1.2 | 1920 | |||
09270 | Gypsum Board Accessories | ||||||||||
7/8" Wall Furring | 6000 | sft | 0.44 | 2640 | 1 | 6000 | 1.44 | 8640 | |||
09300 | Suspended Gyp Bd Ceilings | ||||||||||
Gyp Bd Suspended Ceiling System | 1365 | sf | 0.75 | 1024 | 1.55 | 2116 | 2.3 | 3140 | |||
Gyp Bd Suspended Ceiling System | 1560 | sf | 0.75 | 1170 | 1.55 | 2418 | 2.3 | 3588 | |||
09310 | Ceramic Tile Walls - TBD | ||||||||||
Ceramic Base - TBD | 75 | lft | |||||||||
Ceramic Tile Walls - TBD | 500 | sf | 6 | 3000 | 6 | 3000 | 12 | 6000 | |||
Deco Trim/Border - TBD | 75 | lft | 10 | 750 | 4 | 300 | 14 | 1050 | |||
Door / Floor Threshold - TBD | 15 | ea | 25 | 375 | 10 | 150 | 35 | 525 | |||
09560 | WOOD FLOORING | ||||||||||
09561 | Wood Flooring - TBD | ||||||||||
Wood Flooring - TBD | 2000 | sf | 3 | 6000 | 3 | 6000 | 6 | 12000 | |||
09600 | CERMAIC, STONE, MARBLE & CARPET FLOORING | ||||||||||
09610 | Ceramic Tile Flooring - TBD | ||||||||||
Ceramic Tile Flooring - TBD | 125 | sft | 7.5 | 938 | 3 | 375 | 10.5 | 1313 | |||
Ceramic Tile Base - TBD | 55 | Lft | 5 | 275 | 5 | 275 | 10 | 550 | |||
Ceramic Tile Decorative Trim / Moldings - TBD | 75 | Lft | 10 | 750 | 4 | 300 | 14 | 1050 | |||
09620 | Stone Flooring - TBD | ||||||||||
Stone Flooring - TBD | 1000 | sft | 15 | 15000 | 5 | 5000 | 20 | 20000 | |||
Stone Base - TBD | 100 | lft | 10 | 1000 | 5 | 500 | 15 | 1500 | |||
09690 | Carpeting - TBD | ||||||||||
Carpeting TBD | 1500 | sf | 3.06 | 4583 | 3.06 | 4583 | |||||
09900 | PAINTING | ||||||||||
09910 | Exterior Painting | ||||||||||
Garage Dr - 2 Coats | 1 | ea | 50 | 50 | 200 | 200 | 250 | 250 | |||
Soffit & Fascia - 2 Coats | 800 | sft | 0.42 | 336 | 2 | 1600 | 2.42 | 1936 | |||
Exterior Stucco Painting - 2 Coats | 5700 | sf | 0.25 | 1425 | 0.6 | 3420 | 0.85 | 4845 | |||
09920 | Interior Painting | ||||||||||
Walls - Prime & 2 Finish Coats | 1600 | sf | 0.26 | 420 | 0.4 | 640 | 0.66 | 1060 | |||
Ceilings - Prime & 2 Finish Coats | 3415 | sf | 0.26 | 888 | 0.4 | 1366 | 0.66 | 2254 | |||
Int Pnt/Stn Drs/Frames - Prime & 2 Finish Coats - TBD | 16 | ea | 15 | 240 | 50 | 800 | 65 | 1040 | |||
Baseboard - Prime & 2 Finish Coats - TBD | 600 | lf | 0.11 | 63 | 2.59 | 1556 | |||||
Closet Shelving - Prime & 2 Coats - TBD | 350 | lf | 0.16 | 55 | 3.36 | 1175 | |||||
10000 | SPECIALTIES | ||||||||||
10120 | Glass Plank | ||||||||||
Glass Plank flooring budget | 26 | sft | 200 | 5200 | 50 | 1300 | 250 | 6500 | |||
10130 | Custom Guard Rail | ||||||||||
Custom glass Guardrail Budget | 28 | lft | 150 | 4200 | 75 | 2100 | 225 | 6300 | |||
10185 | Custom shower Drs & Enclosures - TBD | ||||||||||
Custom Glass Enclosures - TBD | 1 | ls | 2500 | 2500 | 2500 | 2500 | |||||
10800 | BATH ACCESSORIES | ||||||||||
10820 | Bath Accessories - TBD | ||||||||||
Bathroom Accessories - TBD | 1 | ls | 1500 | 1500 | 250 | 250 | 1895.92 | 1896 | |||
10821 | Mirrors - TBD | ||||||||||
Mirrors - TBD | 1 | ls | 750 | 750 | 300 | 300 | 1050 | 1050 | |||
10850 | Tub Surrounds - TBD | ||||||||||
Glass Shower Dr Assembly - TBD | 2 | ea | 1500 | 3000 | 1000 | 2000 | 2500 | 5000 | |||
12500 | WINDOW TREATMENT | ||||||||||
12510 | Storm Shutters - TBD | ||||||||||
Shutters - TBD | 1 | ls | 100 | 100 | 100 | 100 | |||||
Shutter Installation - TBD | 1 | ls | 150 | 150 | 150 | 150 | |||||
15001 | PLUMBING | ||||||||||
15002 | Plumbing | ||||||||||
Kitchen Sink Assembly, rough & vent only | 1 | ea | 2000 | 2000 | 2000 | 2000 | |||||
Bar Sink Assembly, rough & vent only | 1 | ea | 2000 | 2000 | 2000 | 2000 | |||||
Install Ice Maker Line | 1 | ea | 2000 | 2000 | 2000 | 2000 | |||||
Dishwasher connection | 2 | ea | 400 | 800 | 400 | 800 | |||||
Install Washer Hook-Up Rough & Vent only | 2 | ea | 2000 | 4000 | 2000 | 4000 | |||||
Plumbing Fixture Allowance - TBD | 1 | ls | 15000 | 15000 | 15000 | 15000 | |||||
Plumbing Fixture Installations - TBD | 1 | ls | 7500 | 7500 | 7500 | 7500 | |||||
Install / Connect Copper Water Service | 1 | ls | 500 | 500 | 500 | 500 | |||||
Toilet Installation - rough & vent only | 5 | ea | 2000 | 10000 | 2000 | 10000 | |||||
Vanity / Lavs- rough & vent only | 6 | ea | 2000 | 12000 | 2000 | 12000 | |||||
Shower - rough & vent only | 3 | ea | 2000 | 6000 | 2000 | 6000 | |||||
Tub - rough & vent only | 1 | ea | 2000 | 2000 | 2000 | 2000 | |||||
Hose Bib Installation | 3 | ea | 500 | 1500 | 500 | 1500 | |||||
15500 | H.V.A.C. | ||||||||||
15501 | HVAC | ||||||||||
Duct Insulation Budget | 1 | ls | 3000 | 3000 | 3000 | 3000 | |||||
8" x " 4 Rect Duct | 80 | lbs | 2 | 160 | 4 | 320 | 6 | 480 | |||
12" x 7" Rect Duct | 240 | lbs | 2 | 480 | 4 | 960 | 6 | 1440 | |||
12" x 6" Rect Duct | 80 | lbs | 2 | 160 | 4 | 320 | 6 | 480 | |||
6" x 6" CD - Tag D | 88 | lbs | 2 | 176 | 4 | 352 | 6 | 528 | |||
8" x 7" Rect Duct | 64 | lbs | 2 | 128 | 4 | 256 | 6 | 384 | |||
6" x 6" Rect Duct | 40 | lbs | 2 | 80 | 4 | 160 | 6 | 240 | |||
12" x 12" - 2 Tag | 4 | ea | 100 | 400 | 25 | 100 | 125 | 500 | |||
14" x 14" - 1 Tag | 2 | ea | 150 | 300 | 25 | 50 | 175 | 350 | |||
14" x 7" Rect Duct | 240 | lbs | 85 | 20400 | 25 | 6000 | 110 | 26400 | |||
10" x 6" Rect Duct | 200 | lbs | 85 | 17000 | 25 | 5000 | 110 | 22000 | |||
18" x 18" - 3 Tag | 1 | ea | 75 | 75 | 25 | 25 | 100 | 100 | |||
18" x 7" Rect Duct | 96 | lbs | 2 | 192 | 4 | 384 | 6 | 576 | |||
4" Rd Duct - 26 ga - A w/ bird screen - Bath wall | 1 | ea | 30 | 30 | 15 | 15 | 45 | 45 | |||
4" Rd Duct - galv - B WP Cap - Dryer | 2 | ea | 30 | 60 | 15 | 30 | 45 | 90 | |||
4" Rd Duct - galv - D Roof WP Cap - Dryer | 3 | ea | 75 | 225 | 50 | 150 | 125 | 375 | |||
4" Rd Flex Duct | 50 | lft | 3 | 150 | 2.5 | 125 | 5.5 | 275 | |||
4" Rd Duct - Exhaust | 40 | lft | 3 | 120 | 2.5 | 100 | 5.5 | 220 | |||
6" Rd Duct - 26 ga C - Wall w/ WP bird screen | 2 | ea | 30 | 60 | 15 | 30 | 45 | 90 | |||
6" Rd Flex Duct | 100 | lft | 3.5 | 350 | 3 | 300 | 6.5 | 650 | |||
6" Rd Stove Duct | 8 | lft | 4 | 32 | 3 | 24 | 7 | 56 | |||
Lineal Diffuser A - 4' | 1 | ea | 200 | 200 | 25 | 25 | 225 | 225 | |||
Lineal Diffuser B - 5' | 4 | ea | 250 | 1000 | 25 | 100 | 275 | 1100 | |||
Lineal Diffuser C - 2' | 6 | ea | 125 | 750 | 25 | 150 | 150 | 900 | |||
Thermostat - programmable | 2 | ea | 75 | 150 | 50 | 100 | 125 | 250 | |||
AHU -1 | 1 | ea | 3000 | 3000 | 3000 | 3000 | |||||
AHU -2 | 1 | ea | 3000 | 3000 | 3000 | 3000 | |||||
CU -1 | 1 | ea | 10000 | 10000 | 10000 | 10000 | |||||
CU -2 | 1 | ea | 10000 | 10000 | 10000 | 10000 | |||||
16000 | ELECTRICAL | ||||||||||
16001 | Electrical Budget - EMT Through-out | ||||||||||
Electric Make-Safe | 1 | ls | 500 | 500 | 500 | 500 | |||||
Main Electric Panel | 1 | ls | 3500 | 3500 | 3500 | 3500 | |||||
Add Sub Panel Expansion | 1 | ea | 1000 | 1000 | 1000 | 1000 | |||||
Out Bldg Feeds | 1 | ea | 2500 | 2500 | 2500 | 2500 | |||||
Receptacle | 32 | ea | 175 | 5600 | 175 | 5600 | |||||
GFCI Receptacle - WP | 4 | ea | 200 | 800 | 200 | 800 | |||||
GFCI Receptacle | 23 | ea | 175 | 4025 | 175 | 4025 | |||||
Single Switch | 49 | ea | 175 | 8575 | 175 | 8575 | |||||
3 way switch | 18 | ea | 175 | 3150 | 175 | 3150 | |||||
Smoke / CO2 Detector | 7 | ea | 175 | 1225 | 175 | 1225 | |||||
Exhaust Fan Feeds | 5 | ea | 175 | 875 | 175 | 875 | |||||
Light Wiring Feeds | 108 | ea | 175 | 18900 | 175 | 18900 | |||||
Light Wiring Feeds | 16 | ea | 175 | 2800 | 175 | 2800 | |||||
MUCU Feeds with disconnect #1 | 1 | ea | 1500 | 1500 | 1500 | 1500 | |||||
AHU Feeds with Switch | 2 | ea | 200 | 400 | 200 | 400 | |||||
CU-1 Feeds with disconnect | 1 | ea | 1500 | 1500 | 1500 | 1500 | |||||
CU-2 Feeds with disconnect | 1 | ea | 1500 | 1500 | 1500 | 1500 | |||||
Int Light Allowance - TBD | 1 | ea | |||||||||
Ext. Light Allowance - TBD | ea | ||||||||||
Dryer Outlet | 2 | ea | 350 | 700 | 350 | 700 | |||||
Stove Outlet | 1 | ea | 350 | 350 | 350 | 350 | |||||
Bath EF1 - TBD | 5 | ea | |||||||||
Tele/data TV | 11 | ea | 95 | 1045 | 95 | 1045 | |||||
Junction Box - Exterior | 13 | ea | 250 | 3250 | 250 | 3250 | |||||
Timer / Overide | 1 | ea | 350 | 350 | 350 | 350 | |||||
16816 | Intercom Budget | ||||||||||
Intercom Work Budget | 1 | ls | 3500 | 3500 | 3500 | 3500 |