Page 213 - Estimators Piping Man Hour Manual

196 Section Five—UNDERGROUND PIPING

UNDERGROUND VITRIFIED CLAY AND
CONCRETE PIPE

LABOR IN MAN HOURS

CONCRETE PIPE
(Not Reinforced) VITRIFIED CLAY PIPE
Set & Align Cement Set & Align
Size Pipe Poured Pipe Poured
Inches Per Foot Joint Each Per Foot Joint Each

4 0.07 0.20 0.07 0.25
8 0.08 0.25 0.07 0.29
8 0.10 0.32 0.07 0.35
10 0.11 0.39 0.08 0.43
12 0.15 0.50 0.10 0.82
15 0.19 0.75 0.11 0.89

18 0.28 0.95 0.14 1.14
21 0.29 1.15 0.19 1.38
24 0.32 1.25 0.25 1.63
30 0.40 1.56 0,31 2.04
36 0.48 1.88 0.37 2.44
42 0.56 2.19 0.44 2.85
48 0.64 2.50 0.50 3.26
60 0.80 3.13 0.62 4.0?

Man hours includes handle, haul, set in trench and align. Man hours for joint or connection of
fittings is for one make-up only.
No labor for excavation or backfill is included. Add from respective pages for these charges.
For reinforced concrete pipe add 5% to man hours listed for concrete pipe.