Page 214 - Estimators Piping Man Hour Manual

Section Five—UNDERGROUND PIPING 197

Pipe Friction Positive
Size Clamps Clamps
Inches Complete Complete
4 0.25 0.30
6 0.28 0.33
8 0,33 0.38

10 0.38 0.43
12 0.45 . . . . . . . 0.52
14 0,52 . . , 0.62
16 0.60 0.75
18 0.68 0.85
20 0 75 . . 0 95
24 0. 88 . . . . . . . 1 10
Man hours are for labor only and include handling, hauling and the complete installation in all
cases.
PIPE COATED WITH TAR AND FIELD WRAPPED
BY MACHINE
NET MAN HOURS PER LINEAL FOOT
Nominal Nominal
Pipe Man Hours Pipe Man Hours
Size Per Foot Size Per Foot
3/4 0.04 22 0.50
1 0.04 24 0.54
1-1/4 0.05 26 0.59
1-1/2 0.06 28 0.63
2 0.07 30 0.68
2-1/2 0.08 32 0.73
3 0.09 34 0.78
4 0.12 36 0.82
5 0.13 38 0.87
6 0.16 40 0.91
8 0.20 42 0.96
10 0.25 44 1.00
12 0.28 46 1.05
14 0.32 48 1.10
16 0.37 54 1.24
18 0.41 60 1.38
20 0.45 ..

Man hours include:
Sandblast commercially Apply two ply of 15# tarred felt
Apply one prime coat of pipeline primer Apply one seal coat of pipeline enamel
Apply 3/32" pipeline enamel
For hand coating and wrapping add 100% to above man hours.