| # ↕ | Trade ↕ | Item ↕ | Qty ↕ | Unit | Sheet ↕ | Confidence ↕ |
|---|---|---|---|---|---|---|
| 1 | Structural | Concrete slab on grade, 5 in, 4000 psi, over 10 mil vapor retarder on 4 in compacted aggregate base 03 30 00 Concrete | 3,200 | SF | A-101, S-101, A-401 | HIGH |
| Slab is coextensive with the footprint; no depressed or recessed areas are shown. | ||||||
| 2 | Structural | Concrete pad footing F1, 4'-0 x 4'-0 x 1'-4 deep, 3000 psi 03 30 00 Concrete | 15 | EA | S-101, S-501 | HIGH |
| Count off the foundation plan; the schedule on S-501 confirms 15. | ||||||
| 3 | Structural | Continuous strip footing SF1, 2'-6 wide x 1'-6 deep, 3000 psi 03 30 00 Concrete | 240 | LF | S-101, S-501 | HIGH |
| Runs the full perimeter under the CMU bearing wall. | ||||||
| 4 | Structural | Open web steel joist 24K7, spanning 40'-0 05 21 00 Metals | 15 | EA | S-201, S-501 | HIGH |
| Spacing is printed at 5'-0 o.c. on S-201; end joists sit on the bearing wall. | ||||||
| 5 | Structural | Metal roof deck, 1-1/2 in type B, 22 gauge 05 31 00 Metals | 3,200 | SF | S-201, A-301 | HIGH |
| Roof is flat behind a parapet, so deck area equals the footprint. | ||||||
| 6 | Architectural | 8 in CMU bearing wall, fully grouted at 48 in o.c. and at all openings 04 22 00 Masonry | 2,762 | SF | A-101, A-201, A-401 | HIGH |
| Openings deducted per the A-601 schedules (storefront pair, overhead door, all windows). | ||||||
| 7 | Architectural | Face brick, 3-5/8 in, running bond, to 3'-4 in above finished floor 04 21 13 Masonry | 799.92 | SF | A-201, A-401 | HIGH |
| Band height is dimensioned on the elevations and repeated on the wall section. | ||||||
| 8 | Architectural | 60 mil TPO single ply membrane, mechanically fastened 07 54 23 Thermal and Moisture Protection | 3,200 | SF | A-301, A-401 | HIGH |
| No tapered insulation crickets are drawn; membrane area equals deck area. | ||||||
| 9 | Architectural | R-30 polyisocyanurate roof insulation, two layers, staggered joints 07 22 00 Thermal and Moisture Protection | 3,200 | SF | A-401 | HIGH |
| Two layers are called for; the quantity is the roof area, not the layer count. | ||||||
| 10 | Architectural | R-13 rigid cavity insulation, continuous, in exterior wall 07 21 00 Thermal and Moisture Protection | 2,762 | SF | A-401 | HIGH |
| Continuous behind the brick, so it follows the net wall area. | ||||||
| 11 | Architectural | Prefinished metal coping at parapet 07 62 00 Thermal and Moisture Protection | 240 | LF | A-201, A-401 | HIGH |
| Coping is shown continuous on the elevations. | ||||||
| 12 | Architectural | Aluminum storefront, pair, 6'-0 x 7'-0, insulated glazing (mark D1) 08 11 00 Openings | 2 | EA | A-601 | HIGH |
| Straight off the door schedule; located at lobby entrance. | ||||||
| 13 | Architectural | Hollow metal, single, 3'-0 x 7'-0, 90 min rated (mark D2) 08 11 00 Openings | 4 | EA | A-601 | HIGH |
| Straight off the door schedule; located at plant, store, corridor. | ||||||
| 14 | Architectural | Solid core wood in HM frame, 3'-0 x 7'-0 (mark D3) 08 14 00 Openings | 5 | EA | A-601 | HIGH |
| Straight off the door schedule; located at toilets, kitchen. | ||||||
| 15 | Architectural | Insulated sectional overhead, 10'-0 x 10'-0 (mark D4) 08 14 00 Openings | 1 | EA | A-601 | HIGH |
| Straight off the door schedule; located at plant delivery. | ||||||
| 16 | Architectural | Aluminum fixed, thermally broken, 6'-0 x 5'-0 (mark W1) 08 51 13 Openings | 10 | EA | A-601 | HIGH |
| Straight off the window schedule; located at main hall, north and south. | ||||||
| 17 | Architectural | Aluminum fixed, thermally broken, 3'-0 x 5'-0 (mark W2) 08 51 13 Openings | 6 | EA | A-601 | HIGH |
| Straight off the window schedule; located at kitchen and lobby. | ||||||
| 18 | Architectural | Aluminum awning, 3'-0 x 2'-0, obscure glazing (mark W3) 08 51 13 Openings | 4 | EA | A-601 | HIGH |
| Straight off the window schedule; located at toilets. | ||||||
| 19 | Architectural | Door hardware, 4 distinct sets (HW-1 storefront, HW-2 rated, HW-3 passage, HW-4 overhead) 08 71 00 Openings | 4 | SET | A-601 | MED |
| Set contents are listed on the sheet; individual pieces are not itemised there. | ||||||
| 20 | Interior | Interior partition, 3-5/8 in metal stud at 16 in o.c., full height 09 22 16 Finishes | 2,296 | SF | A-101, A-401 | MED |
| Partition runs are taken from the room boundaries on A-101; shared walls counted once. | ||||||
| 21 | Interior | 5/8 in type X gypsum board, both faces of interior partitions, taped and painted 09 29 00 Finishes | 4,592 | SF | A-101, A-401 | MED |
| Both faces are boarded per the A-401 partition type. | ||||||
| 22 | Interior | Sealed concrete — Main Hall 09 65 00 Finishes | 2,080 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 23 | Interior | Porcelain tile 12x24 — Lobby 09 30 00 Finishes | 224 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 24 | Interior | Quarry tile with coved base — Kitchen 09 30 00 Finishes | 336 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 25 | Interior | Sealed concrete — Store 09 65 00 Finishes | 168 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 26 | Interior | Porcelain tile 12x24 — Toilet 1 09 30 00 Finishes | 168 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 27 | Interior | Porcelain tile 12x24 — Toilet 2 09 30 00 Finishes | 112 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 28 | Interior | Sealed concrete — Plant 09 65 00 Finishes | 112 | SF | A-602 | HIGH |
| Floor area is the room area; no deduction for fittings. | ||||||
| 29 | Interior | Suspended acoustical ceiling, 2x2 lay-in, at 9'-0 AFF 09 51 00 Finishes | 560 | SF | A-102, A-602 | HIGH |
| Only the rooms scheduled with ACT on A-602; the hall is exposed structure. | ||||||
| 30 | Interior | Paint, two coats over primer, on masonry and gypsum board wall surfaces 09 91 00 Finishes | 7,354 | SF | A-602 | MED |
| Painted surfaces per the A-602 schedule; tiled areas are excluded. | ||||||
| 31 | Plumbing | Water closet, floor mounted, flush valve (mark WC) 22 40 00 Plumbing | 6 | EA | P-101 | HIGH |
| Straight off the fixture schedule. | ||||||
| 32 | Plumbing | Lavatory, wall hung, sensor faucet (mark LAV) 22 40 00 Plumbing | 6 | EA | P-101 | HIGH |
| Straight off the fixture schedule. | ||||||
| 33 | Plumbing | Urinal, wall hung (mark UR) 22 40 00 Plumbing | 2 | EA | P-101 | HIGH |
| Straight off the fixture schedule. | ||||||
| 34 | Plumbing | Kitchen sink, three compartment (mark SK) 22 40 00 Plumbing | 1 | EA | P-101 | HIGH |
| Straight off the fixture schedule. | ||||||
| 35 | Plumbing | Water heater, 80 gal electric (mark WH) 22 40 00 Plumbing | 1 | EA | P-101 | HIGH |
| Straight off the fixture schedule. | ||||||
| 36 | HVAC | Rooftop unit, 7.5 ton gas/electric, with curb 23 74 13 Heating, Ventilating and Air Conditioning | 2 | EA | P-101 | HIGH |
| Unit size is scheduled; the curb is assumed to come with the unit. | ||||||
| 37 | HVAC | Exhaust fan, roof mounted 23 34 00 Heating, Ventilating and Air Conditioning | 3 | EA | P-101 | HIGH |
| Straight off the schedule. | ||||||
| 38 | HVAC | Kitchen extract hood, 10 ft, with fire suppression 11 40 00 Equipment | 1 | EA | P-101, G-002 | HIGH |
| In this contract; the rest of the kitchen equipment is owner furnished per G-002. | ||||||
| 39 | Electrical | 2x4 LED troffer, 40W, 4000K (mark L1) 26 51 00 Electrical | 34 | EA | E-101 | HIGH |
| Straight off the E-101 schedule. | ||||||
| 40 | Electrical | LED downlight, 12W (mark L2) 26 51 00 Electrical | 18 | EA | E-101 | HIGH |
| Straight off the E-101 schedule. | ||||||
| 41 | Electrical | Exterior wall pack, 25W (mark L3) 26 51 00 Electrical | 8 | EA | E-101 | HIGH |
| Straight off the E-101 schedule. | ||||||
| 42 | Electrical | Duplex receptacle, 20A (mark R1) 26 27 26 Electrical | 46 | EA | E-101 | HIGH |
| Straight off the E-101 schedule. | ||||||
| 43 | Electrical | Emergency light with battery (mark EM) 26 27 26 Electrical | 10 | EA | E-101 | HIGH |
| Straight off the E-101 schedule. | ||||||
| 44 | Electrical | Exit sign, LED (mark EX) 26 27 26 Electrical | 6 | EA | E-101 | HIGH |
| Straight off the E-101 schedule. | ||||||
| 45 | Electrical | Panelboard, 208Y/120V, 42 circuit, surface mounted 26 24 16 Electrical | 1 | EA | E-101 | HIGH |
| Service is stated as 200A three phase on E-101. | ||||||
| 46 | Sitework | Asphalt paving on 6 in aggregate base, parking lot 32 12 16 Exterior Improvements | 2,240 | SF | C-101 | MED |
| Bay layout is drawn; the outline is dimensioned only by the grid, so this is scaled. | ||||||
| 47 | Sitework | Concrete sidewalk, 6 in, 5 ft wide, broom finish 32 16 13 Exterior Improvements | 120 | LF | C-101 | MED |
| Scaled: the walk is drawn but its length is not dimensioned. | ||||||
| 48 | Sitework | Water service, 6 in, from main to building 33 11 00 Utilities | 145 | LF | C-201 | HIGH |
| Length is printed on the sheet. | ||||||
| 49 | Sitework | Sanitary sewer, 6 in, to main, including 2 manholes 33 31 00 Utilities | 220 | LF | C-201 | HIGH |
| Length is printed on the sheet. | ||||||
| 50 | Sitework | Dumpster enclosure screen — construction and height not shown 32 31 13 Exterior Improvements | 0 | LF | C-101 | LOW |
| C-101 keynote 3 calls for a 12 x 10 dumpster pad but no enclosure elevation, material or height is drawn anywhere in the set. A quantity here would be invented. What would resolve it: an enclosure detail or a note stating the screen type and height. | ||||||
| 51 | Sitework | Site and parking lot lighting — BY OTHERS per G-002 26 56 00 Electrical | 0 | EA | G-002, C-101 | LOW |
| The scope note on G-002 places site lighting with others, and C-101 keynote 5 repeats it. Excluded from this takeoff rather than carried at zero without saying why. | ||||||
| 52 | General Requirements | General conditions (preliminaries) and site running costs — ALLOWANCE, not a measured quantity | 1 | allowance | LOW | |
| ALLOWANCE at 12-20% of the direct cost, the band for a job of this size (A small job carries a full set of fixed costs — establishment, insurances, a supervisor, temporary services — over very little work.), adjusted for a 1.7-month schedule against the 6-month job this band assumes (65% of preliminaries is time-related). Range 17,300 to 28,834; the figure carried is the midpoint. This is NOT measured: the professional method builds preliminaries from the schedule, using local staff salaries and plant rates, and those are not held for this market. Replace it with your own build-up before tendering. COVERS: Site establishment and clearing away at the end; Site management and supervision for the duration; Site accommodation, welfare and storage; Temporary services — power, water, lighting, telecoms; Temporary works not measured elsewhere: hoarding, access, edge protection; Common-user plant standing time, including tower crane and hoists where used; Safety, protection and site cleaning throughout; Insurances, bonds and statutory charges; Setting out, surveying and as-built records; Testing, commissioning and handover attendance. EXCLUDES: trade_plant: Plant that belongs to one operation — a concrete pump, an excavator — is part of that trade's rate, not of preliminaries. Counting it twice is the most common error in this section.; head_office_overhead_and_profit: A contractor's margin sits on top of the whole tender and is not part of running the site.; design_fees: Consultant fees are the client's cost, not the contractor's preliminaries.; contingency: Carried separately and driven by design maturity, not by site running cost. | ||||||