Chapter 18 — Key Takeaways
A one-page reference card. Self-contained: you should be able to re-ground yourself from this page alone.
Key Takeaways
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A superintendent's job is to remove the reasons people are standing still. The product is not a clean site or a fast site — it is a site where every crew can work productively today and tomorrow: area ready, material present, information available, access open, preceding trade done, inspection passed.
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The paid craft hour is not an hour of installation. It splits into direct work, waiting, travel, material handling and searching, rework, and instruction/breaks. Direct work is commonly well under two-thirds. Waiting is usually the largest loss and it is usually caused upstream by you. Treat published tool-time percentages as a shape, not a statistic — the studies scatter widely and anyone quoting you a precise industry number is selling something.
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One hour of site-wide idleness costs more than one day of being late. At Northgate's peak: 210 workers × $66.00/MH = $13,860 per hour, against $10,650 per calendar day of extended general conditions plus liquidated damages. You do not write most of that check — it returns as disruption claims, quietly shrinking crews, and higher bids next time.
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Material flow is the highest-leverage thing you control. You cannot make the architect answer faster or the ground behave. You can absolutely decide where a pallet lands, and that decision is worth more than most of what fills your day.
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Double handling is the most expensive habit on a job site and it has no cost code. Moving Northgate's 412,000 SF of gypsum board one extra time: 8,585 sheets → 358 MH → $18,616 — plus roughly 3.6 days of hoist capacity taken from every other trade.
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Staging by area is worth roughly 20–25% of installation labor. Northgate Level 2 (staged, 8 zones): 11.8 MH/1,000 SF. Level 3 (single drop at the hoist): 14.6. Same crew, same month, same building. $25,133 on one level, prevented by $658 of planning — about 38 to 1.
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Vertical transportation is usually the binding constraint on a multi-story job. Compute hoist capacity in minutes per day and allocate it in advance. 540 productive minutes × 5 days = 2,700 minutes, and real utilization is 70–80% of that.
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The crane pick schedule is a formal daily document. It includes the crane-move line (which lifts nothing and may be your largest cost), the debris-down pick (which will not happen if it is not scheduled), and a held-open contingency block.
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Housekeeping is a leading indicator of planning, not a cause of productivity. Debris accumulates where nobody decided who owned the area. A filthy floor is a report, not an annoyance.
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Schedule decisions become cash. Temporary heat at Northgate ran $1,950/day; every week of earlier enclosure was $13,650 not spent. That is theme 2 — schedule and budget are one conversation — in its purest form.
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Weather is the most-claimed and least-substantiated delay. "RAIN" in a daily report is worth nothing. Which controlling activity stopped, for how long, which crews were sent home, and why no other work was available — that is worth everything.
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A material-handling plan is a safety plan. Every extra handling of a 105-pound sheet is another chance for a strain, a pinch, a dropped load, or a cart over a foot. Struck-by is one of OSHA's Focus Four, and slips/trips/falls on the same level come overwhelmingly from housekeeping.
Action Items — what to do on your job this week
- Publish a delivery request form with a 48-hour notice requirement, and make destination (floor + zone) and unloading method mandatory fields. Reject requests that omit them.
- Put one person in charge of the delivery calendar and post it at the gate.
- Count your crane moves for one week. Multiply by the move duration and by your hourly crane cost. Bring that number to your next coordination meeting.
- Compute your hoist capacity in minutes per day and compare it to next week's demand by trade. Do it once and you will never stop doing it.
- Walk your floors and chalk a 6-foot primary route from the hoist landing to the far end. Nothing gets set in it, ever.
- Pull one subcontract and read the cleanup clause. If it does not say "broom," a container, a stream, a 24-hour cure period, and a stated backcharge rate, fix it in the next one.
- Walk your temporary facilities — toilets, water, lighting, break area — and time the round trip from the farthest work face. Then price the walk.
- Write your weather triggers as if-then statements and give them to your concrete, masonry, and roofing foremen before you need them.
- Start a complaint log with date, name, complaint, action, closure, and who closed it. Return every call within one business day.
- Ask your superintendent what she saw on this morning's walk. If she does not take one, that is this week's real finding.
Common Mistakes — and the fix
| Mistake | What it costs | Fix |
|---|---|---|
| Accepting a delivery with no destination | One extra handling minimum, plus unbudgeted hoist time | Mandatory field on the request form. Reject without it. |
| Crane and pour scheduled by two different people | A crane move across a live pour, or a pick that never happens | One document, one publisher, posted at the gate |
| Filling the pick schedule to 100% | The first morning delay cascades all afternoon onto the trade with the least clout | Hold a 30–45 minute contingency block open. Do not fill it in advance. |
| Backcharging cleanup without written notice | A disputed charge you will trade away for nothing | Notice → 24 hours to cure → then charge, at a rate stated in the subcontract |
| Buying capacity before diagnosing time use | A second crane at $252,530 for a problem that cost $88,632 to resequence | Ask where the resource's hour actually goes. Count it. |
| Chaining floor elevations one to the next | Level 4 inherits every error from Levels 1–3 | Transfer from the original benchmark to each floor independently; set and publish a floor benchmark on every level |
| Stacking material mid-bay on an elevated deck | A deck failure is a fatality, not a backcharge | Anything over 2,000 lb concentrated gets written structural review and stacks over a column line |
| "Contractor shall provide layout" left undefined | Re-layout costs three trades a day and nobody owns it | Define what you provide, what they provide, who verifies, and who pays for re-layout |
| Recording "RAIN" and nothing else | A weather claim that fails, deservedly | Six daily fields: conditions · activities affected by area · crews sent home with headcount · why no other work was available · dated photos · the controlling activity |
| Ignoring a neighbor because you are within your permitted hours | The pattern of ignored complaints is what makes the claim expensive | Log it, return the call within a business day, and write down what you told them |
Decision Framework
For any material or lift request, in order:
1. Does it have a DESTINATION — floor and zone?
no ──▶ reject the request until it does
2. Does the unloading method conflict with anything else in that window?
yes ──▶ resolve by priority:
rolling trucks > life-safety routes >
direct-to-install > crew already waiting >
critical path > most-recently-bumped
3. Will it be handled more than once?
yes ──▶ price the second handling. If it exceeds the cost of
waiting for the right window, wait.
4. Is the route 6 feet wide and clear? Is the floor rated for the load?
no ──▶ fix that first. Both answers are cheaper today than tomorrow.
5. Schedule it. Publish it. Post it at the gate.
Before you buy capacity — a second crane, a second hoist, more people — answer this first:
Where does the resource's hour actually go? A crane at 28% travel is not short of hook. A crew that is behind may not be short of people; it may be short of material at the work face. Count the time before you spend the money.
The five operating documents. If you have these, you are running the job.
- Delivery request form + published delivery schedule
- Daily crane pick schedule (with the move line, the debris pick, and the contingency block)
- Hoist plan — capacity in minutes, allocated in advance
- Housekeeping and cleanup responsibility matrix, traceable to subcontract language
- Weather triggers, written as if-then statements, decided the afternoon before
The numbers worth memorizing
| Northgate peak workforce | 210 |
| Site-wide blended craft rate (illustrative) | $66.00/MH |
| One hour of site-wide idleness | $13,860 |
| Daily schedule exposure ($5,150 GC + $5,500 LD) | $10,650/CD |
| Gypsum board, all faces and layers | 412,000 SF = 8,585 sheets |
| One extra handling of all of it | 358 MH = $18,616 |
| Staged vs. unstaged drywall productivity | 11.8 vs. 14.6 MH/1,000 SF (23.7%) |
| Hoist capacity | 540 productive min/day; 70–80% real utilization |
| Crane pad move | 90 minutes that lift nothing |
| Temporary heat | $1,950/day → $13,650 per week of earlier enclosure |
| Temporary facilities and site operations | $1,346,000 = 46% of general conditions |