I am estimating a job which includes installing 3" rigid steel conduit in a 18" deep trench to be encased in concrete. Using NECA Manual of Labor Units, section 2 - Conduit, Raceways, Fittings & Related Items, "Rigid Steel Conduit with Threaded Couplings.
For 3" size, I used the 20.00 labor units per 100' (c).
Another estimator in my office indicated that this is wrong. He indicated that he researched RSMeans Costworks 2006 and found a line item for 3" rigid steel in trench that had a labor unit of .100 per LF - which is 10.00 labor units per 100'. Also he indicates that NECA MLU is refering to conduit install in a building up to 15' high and that's why it is 20 vs. 10.
Is this true or not?
For 3" size, I used the 20.00 labor units per 100' (c).
Another estimator in my office indicated that this is wrong. He indicated that he researched RSMeans Costworks 2006 and found a line item for 3" rigid steel in trench that had a labor unit of .100 per LF - which is 10.00 labor units per 100'. Also he indicates that NECA MLU is refering to conduit install in a building up to 15' high and that's why it is 20 vs. 10.
Is this true or not?