ESTIMATED QUANTITY."
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Base bids on the following criteria:
a.
Surface elevations are as indicated.
b.
Pipes or other artificial obstructions, except those indicated,
will not be encountered.
c.
[Ground water elevations indicated by the boring log were those
existing at the time subsurface investigations were made and do
not necessarily represent ground water elevation at the time of
construction.] [Ground water elevation is [_____] meters feet
below existing surface elevation.]
d.
[Ground water elevation is [_____] meters feet below existing
surface elevation.]
e.
[Material character is indicated by the boring logs.]
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NOTE: Choose the following option if no boring
information is available, or if the boring
information is insufficient to permit a bidder to
develop an accurate estimate of hard material or
rock to be encountered. If hard material or rock is
to be encountered, the following option should be
modified to include a percent figure or an
approximate depth at which hard material or rock
will be encountered.
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f.
[Hard materials [and rock] [will not] [will] be encountered [in
[_____] percent of the excavations] [at [_____] meter feet below
existing surface elevations]].
1.9
DEWATERING WORK PLAN
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NOTE: Include this paragraph where water levels
will impact excavation operations.
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Submit procedures for accomplishing dewatering work.
PART 2
PRODUCTS
2.1
REQUIREMENTS FOR OFFSITE SOILS
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NOTE: Check with regional and local authorities as
well as the activity to determine actual
requirements of bracketed items; values shown come
from the Commonwealth of Virginia. Remove this
paragraph if not required by the project.
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Offsite soils brought in for use as backfill shall be tested for TPH, BTEX
SECTION 02300
Page 19