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How to estimate piping man-hours

Piping is usually the largest share of direct man-hours on an oil and gas project. This guide shows the standard inch-dia method, from the isometric take-off to man-hours, crew size and duration, with a worked example.

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The units

Step 1: take off quantities from the isometrics

From each isometric drawing or a 3D model report, list by line size, material and wall thickness: field welds, pipe length, valves, flanged joints and supports. Separate shop welds (done in the fabrication shop) from field welds, because field welds take much longer. Group lines into test packs, since testing, reinstatement and progress are managed per test pack.

Step 2: apply norms

Multiply each quantity by its man-hour norm. Norms rise with wall thickness and with harder materials: a stainless or alloy weld takes noticeably longer than carbon steel. The values below are from Planline's indicative norms library.

Worked example: a pipe rack line package

ItemQuantityUnitNormMan-hours
Field butt welds, CS, STD, 6" (120 joints)720inch-dia1.2864
Field butt welds, CS, Sch 80, 4" (40 joints)160inch-dia1.6256
Pipe handling and erection, 6"600m1.6960
Pipe handling and erection, 4"200m1.2240
Manual valves, flanged, 6"12each4.554
Flanged joint bolt-up, 6"48joint296
Standard supports (shoe, guide, clamp)150each2.5375
Hydrotest and flushing800m0.1296
Base man-hours2,941

Step 3: apply a productivity factor

Norms assume reasonable conditions. A productivity factor adjusts them for the real site. Typical influences:

ConditionTypical effect
Work at height on a pipe rack or in congested modules+10 to +30%
Brownfield work in an operating plant (permits, gas testing, restricted hours)+30 to +100%
Hot or cold climate, rain seasons+10 to +25%
Long working hours or extended overtime+5 to +20%
Experienced crews, good access, prefabrication-heavy design−5 to −15%

Factors multiply rather than add if several apply, so be careful not to double-count. In the example the line runs on a pipe rack in a hot climate, so we use 1.3: 2,941 × 1.3 = 3,823 man-hours.

Step 4: turn man-hours into crew and duration

With a crew of 8 (welders, fitters, helpers and a rigger) working 10-hour days, the crew delivers 80 man-hours a day. 3,823 ÷ 80 ≈ 48 working days. On a six-day week that is eight weeks. If the schedule allows only six weeks, you need roughly 10 to 11 people, provided there is enough work front for two crews to work without getting in each other's way.

Checks before you trust the number

Doing it in Planline

Create one activity per test pack or line group, enter the unit and scope quantity, pick the norm from the library and set the productivity factor. Planline calculates man-hours, and if you enter the crew size and hours per day it can set the duration too. When work starts, record welded inch-dia in the Progress entry sheet and the earned man-hours and S-curve follow.

Frequently asked questions

How many man-hours per inch-dia for welding?

For carbon steel standard wall field welds, roughly 1 to 1.5 man-hours per inch-dia is common, with 1.2 a typical planning value. Thicker walls, stainless steel and alloys take more; shop welds take less.

What is the difference between inch-dia and inch-metre?

Inch-dia measures welds: size × number of joints. Inch-metre measures pipe: size × length, and is sometimes used for erection instead of metres by size.

Do piping norms include testing?

Usually not. Hydrotest, flushing, reinstatement, NDT and heat treatment are estimated separately, as in the example.

Related guides

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