Manual
Cost Per Unit
Earth fill (includes excavation, hauling and
placement of fill from
sources not
contiguous to the site.)
Material available adjacent
$ 1.25 cu.
to site
2.
Material available adjacent
1.50 cu.
to site requiring compaction
with sheepsfoot roller
Material hauled from a
3.
3.75 cu. yd.
considerable distance off-site
(see Practice Guidelines,
Section
Material hauled from a
yd.
considerable distance off-site
and requiring compaction
sheepsfoot roller
IV.
Concrete and Masonry
a.
Non-reinforced and reinforced slab
108.00 cu
work and curbs not requiring extensive
forming, includes non-reinforced
footings.
Cost will be based on
concrete volumes
at the
site and used in construction.
b.
Reinforced concrete wall work and
250.00 cu. yd.
other reinforced work requiring
extensive forming, includes reinforced
footings.
Cost will be based on volume
of concrete computed from dimensions
shown on the plan and specifications.
Masonry block and brick (prices include
C.
cost of block or brick, cement, durowall,
sand and labor)
Concrete block
a.
or
1900.00 per 1,000
b.
12
2300.00 per 1,000
2.
Brick
510.00 per 1,000
July 1997
Page
VII-27
Previous Page
